CALL NUMBER : 180 OKLAHOMA DEPARTMENT OF … · 2016-04-06 · 0012 241 2832 mowing 120.800 ac...

LETTING DATE : 2016-04-21CALL NUMBER : 180

OKLAHOMA DEPARTMENT OF TRANSPORTATION

PRELIMINARY HIGHWAY DETAIL CONSTRUCTION ESTIMATE

PAGE NO. 1 DATE PRINTED : April 06, 2016

JOB NUMBER : 150302 ESTIMATE NUMBER :

PROJECT NUMBER : NHPP-153N(153)SS PROJECT NAME : GRADE, DRAIN, AND SURFACE

GRADE, DRAIN, AND SURFACE

TOTAL PROJECT LENGTH : 4.9000 MILES TOTAL BRIDGE LENGTH : 0.0000 FEET

US-60: FROM THE WASHINGTON COUNTY LINE, EXTEND EAST NEAR NOWATA.

GRADE, DRAIN & SURFACE

COUNTIES: NOWATA ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|

OKLAHOMA DEPARTMENT OF TRANSPORTATION DETAIL ESTIMATE COST SUMMARY

DATE PRINTED : April 06, 2016 PAGE: 1

ESTIMATE NUMBER : 150302 PROJECT NO.: NHPP-153N(153)SS------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------

FUND CLASS 0FED FEDERAL FUND PLACE HOLDER

NHPP-153N(153)SS 2426904 B 39 13,808,532.50 822,811.96 14,631,344.46 0.00 14,631,344.46 ------------------------------------------------------------------------------- FUND CLASS 0FED TOTALS 13,808,532.50 822,811.96 14,631,344.46 0.00 14,631,344.46

=============================================================================== ESTIMATE TOTALS 13,808,532.50 822,811.96 14,631,344.46 0.00 14,631,344.46

OKLAHOMA DEPARTMENT OF TRANSPORTATION DETAIL COST ESTIMATE

April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 150302 PCN : 2426904 PROJECT NO. : NHPP-153N(153)SS CONTRACT ID : 150302-----------------------------------------------------------------------------------------------------------------------------------PCN : 2426904 GRADE, DRAIN, AND SURFACE

CATEGORY : 0100 ROADWAY FUNDING SOURCE(S) AND PARTICIPATION :

0FED FEDERAL FUND PLACE HOLDER 100.00 %

CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 4.9000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 40.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 50,000.00000 50,000.000002 202(A) 0183 UNCLASSIFIED EXCAVATION 226,477.000 CY 4.00000 905,908.000003 202(C) 0182 ROCK EXCAVATION 5,000.000 CY 15.00000 75,000.000004 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 50,000.00000 50,000.000005 221(C) 2801 TEMPORARY SILT FENCE 2,837.000 LF 2.00000 5,674.000006 221(F) 0100 TEMPORARY SILT DIKE 3,549.000 LF 7.00000 24,843.000007 221(G) 0150 TEMPORARY ROCK FILTER DAM TYPE 1 15.000 CY 110.00000 1,650.000008 221(G) 0151 TEMPORARY ROCK FILTER DAM TYPE 2 40.000 CY 90.00000 3,600.000009 230(A) 2806 SOLID SLAB SODDING 291,902.000 SY 2.00000 583,804.000010 232(B) 2814 SEEDING METHOD B 60.400 AC 500.00000 30,200.000011 233(A) 2817 VEGETATIVE MULCHING 60.400 AC 450.00000 27,180.000012 241 2832 MOWING 120.800 AC 95.00000 11,476.000013 303(A) 2100 AGGREGATE BASE TYPE A 32,723.000 CY 40.00000 1,308,920.000014 307(K) 4300 STABILIZED SUBGRADE 175,214.000 SY 5.00000 876,070.000015 325 5271 SEPARATOR FABRIC 202,466.000 SY 1.50000 303,699.000016 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 18,126.000 TON 25.00000 453,150.000017 411(B) 5940 SUPERPAVE, TYPE S3(PG 70-28 OK) 12,601.000 TON 80.00000 1,008,080.000018 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 47,985.000 TON 75.00000 3,598,875.000019 411(C) 5955 SUPERPAVE, TYPE S4(PG 70-28 OK) 8,268.000 TON 85.00000 702,780.000020 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) 7,876.000 TON 80.00000 630,080.000021 411(K) 6510 (SP) INTELLIGENT COMPACTION OF ASPHALT 1.000 LSUM 90,000.00000 90,000.000022 412 5267 COLD MILLING PAVEMENT 764.000 SY 4.00000 3,056.000023 501(A) 0313 STRUCTURAL EXCAVATION UNCLASSIFIED 463.000 CY 20.00000 9,260.000024 509(A) 0319 CLASS AA CONCRETE 1,411.000 CY 450.00000 634,950.000025 509(D) 0325 CLASS C CONCRETE 1,552.000 CY 350.00000 543,200.00



CATEGORY : 0100 ROADWAY-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0026 511(A) 0332 REINFORCING STEEL 197,647.000 LB 1.00000 197,647.000027 601(B) 0536 TYPE I-A PLAIN RIPRAP 1,248.000 TON 40.00000 49,920.000028 601(C) 0538 TYPE I-A FILTER BLANKET 285.000 TON 30.00000 8,550.000029 601(I) 6312 FILTER FABRIC (RIPRAP) 1,054.000 SY 2.00000 2,108.000030 613(A) 0491 18" R.C.PIPE CLASS III 126.000 LF 60.00000 7,560.000031 613(A) 0492 24" R.C.PIPE CLASS III 318.000 LF 65.00000 20,670.000032 613(A) 0493 30" R.C.PIPE CLASS III 335.000 LF 75.00000 25,125.000033 613(A) 0494 36" R.C.PIPE CLASS III 314.000 LF 80.00000 25,120.000034 613(B) 0689 18" CORR. GALV. STEEL PIPE 1,368.000 LF 30.00000 41,040.000035 613(B) 0690 24" CORR. GALV. STEEL PIPE 200.000 LF 35.00000 7,000.000036 613(B) 0691 30" CORR. GALV. STEEL PIPE 126.000 LF 45.00000 5,670.000037 613(B) 0692 36" CORR. GALV. STEEL PIPE 98.000 LF 55.00000 5,390.000038 613(B) 0696 60" CORR. GALV. STEEL PIPE 103.000 LF 100.00000 10,300.000039 613(B) 4532 57" X 38" CORR. GALV. STEEL PIPE ARCH 26.000 LF 100.00000 2,600.000040 613(H) 0500 8" PERFORATED PIPE UNDERDRAIN ROUND 2,600.000 LF 10.00000 26,000.000041 613(I) 1097 8" NON-PERF.PIPE UNDERDRAIN RND. 240.000 LF 8.00000 1,920.000042 613(L) 5726 18" PREFAB. CULVERT END SECTION, ROUND 4.000 EA 525.00000 2,100.000043 613(L) 5730 24" PREFAB. CULVERT END SECTION, ROUND 8.000 EA 800.00000 6,400.000044 613(L) 5732 30" PREFAB. CULVERT END SECTION, ROUND 8.000 EA 750.00000 6,000.000045 613(L) 5734 36" PREFAB. CULVERT END SECTION, ROUND 5.000 EA 1,000.00000 5,000.000046 613(P) 0760 18" GALV. STEEL CULVERT END SECTION ROUND 30.000 EA 300.00000 9,000.000047 613(P) 0761 24" GALV. STEEL CULVERT END SECTION ROUND 12.000 EA 400.00000 4,800.000048 613(P) 0762 30" GALV. STEEL CULVERT END SECTION ROUND 8.000 EA 500.00000 4,000.000049 613(P) 0763 36" GALV. STEEL CULVERT END SECTION ROUND 6.000 EA 600.00000 3,600.000050 613(P) 4575 57" X 38" GALV. STEEL CULVERT END SECTION 4.000 EA 650.00000 2,600.00 ARCH0051 613(Q) 5946 OUTLET LATERAL HEADWALL 6.000 EA 700.00000 4,200.000052 613(T) 1187 STANDARD BEDDING MATERIAL, CLASS C 1,735.000 CY 30.00000 52,050.000053 613(U) 1100 PIPE UNDERDRAIN COVER MAT'L. 850.000 CY 35.00000 29,750.000054 613(V) 1180 TRENCH EXCAVATION 2,603.000 CY 10.00000 26,030.000055 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 55,000.00000 55,000.000056 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 87,516.000 SY 2.75000 240,669.000057 624(A) 4281 FENCE-STYLE WWF 457.000 LF 5.00000 2,285.00



CATEGORY : 0100 ROADWAY-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0058 624(C) 4459 FENCE-STYLE SWF (5 BARBED WIRE) 10,163.000 LF 4.50000 45,733.500059 624(C) 7181 FENCE-STYLE SWF (6 BARBED WIRE) 1,382.000 LF 8.50000 11,747.000060 624(D) 4470 GATE, GALVANIZED STEEL 4.000 EA 500.00000 2,000.000061 629(A) 4958 MAILBOX INSTALLATION-SINGLE 7.000 EA 85.00000 595.000062 629(C) 4960 MAILBOX 7.000 EA 35.00000 245.000063 629(D) 4961 REMOVAL OF MAILBOX INSTALLATION 7.000 EA 20.00000 140.00

------------------------------------------ CATEGORY TOTAL $ 12,882,019.50

CATEGORY : 0300 TRAFFIC PERMANENT FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0064 805(A) 8724 (PL)REMOVAL OF EXISTING SIGNS 22.000 EA 40.00000 880.000065 805(D) 8756 (PL)REMOVE & RESET EXISTING SIGNS 19.000 EA 125.00000 2,375.000066 850(A) 8110 SHEET ALUMINUM SIGNS 157.330 SF 20.00000 3,146.600067 851(C) 8330 2 1/2" SQUARE TUBE POST 375.000 LF 10.00000 3,750.000068 856(A) 8530 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) 107,614.000 LF 0.75000 80,710.50

------------------------------------------ CATEGORY TOTAL $ 90,862.10



CATEGORY : 0301 TRAFFIC TEMPORARY FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0069 857(A) 8839 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) 104,960.000 LF 0.20000 20,992.000070 857(C) 8851 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) 40,440.000 LF 0.20000 8,088.000071 857(F) 8006 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) 25,490.000 LF 0.25000 6,372.500072 871(B) 8705 (SP)CONST.ZONE IMPACT ATTEN. 660.000 SD 6.50000 4,290.000073 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER 3,312.500 LF 6.00000 19,875.000074 877(C) 8486 RELOCATION OF PORTABLE LONGITUDINAL BARRIER 4,087.500 LF 6.00000 24,525.000075 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 11,480.000 SD 0.20000 2,296.000076 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 725.000 SD 1.00000 725.000077 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 4,660.000 SD 1.00000 4,660.000078 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 6,230.000 SD 1.00000 6,230.000079 880(C) 8848 WING BARRICADES 1,590.000 SD 0.65000 1,033.500080 880(D) 8854 VERTICAL PANELS 7,170.000 SD 0.25000 1,792.500081 880(E) 8860 WARNING LIGHTS(TYPE A) 4,660.000 SD 0.05000 233.000082 880(F) 8878 DRUMS 12,845.000 SD 0.25000 3,211.250083 880(G) 8890 CHANNELIZER CONES 2,500.000 SD 0.25000 625.000084 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 650.000 SD 15.00000 9,750.00

------------------------------------------ CATEGORY TOTAL $ 114,698.75



CATEGORY : 0600 STAKING FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : STAK STAKINGWORK CLASSIFICATION : 0600 STAKING CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 40.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0085 642(B) 0096 CONSTRUCTION STAKING LEVEL II 1.000 LSUM 95,000.00000 95,000.00

------------------------------------------ CATEGORY TOTAL $ 95,000.00

CATEGORY : 0640 CONSTRUCTION FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : CONS CONSTRUCTION FOR CATEGORY #0640WORK CLASSIFICATION : 0640 CONSTRUCTION CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 40.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0086 220 2800 SWPPP DOCUMENTATION AND MANAGEMENT 1.000 LSUM 5,000.00000 5,000.000087 640(A) 1426 FIELD OFFICE 1.000 EA 10,500.00000 10,500.000088 641 1552 MOBILIZATION 1.000 LSUM 610,452.15000 610,452.15

------------------------------------------ CATEGORY TOTAL $ 625,952.15

PROJECT TOTAL $ 13,808,532.50

ESTIMATE TOTAL $ 13,808,532.50

OKLAHOMA DEPARTMENT OF TRANSPORTATION DETAIL ESTIMATE FUNDING SUMMARY

April 06, 2016 PAGE NO. 1 ESTIMATE NUMBER: 150302------------------------------------------------------------------------------------------------------------------------------------ PROJECT CONSTRUCTION ENGINEERING TOTAL FUNDING FUNDING CONTROL NO. CATEGORY COST PERCENT AMOUNT AMOUNT SOURCE AMOUNT------------------------------------------------------------------------------------------------------------------------------------

2426904 0100 ROADWAY $ 12,882,019.50 6.00 $ 772,921.17 $ 13,654,940.67 0FED $ 13,654,940.67 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 13,654,940.67

2426904 0300 TRAFFIC PERMANENT $ 90,862.10 6.00 $ 5,451.73 $ 96,313.83 0FED $ 96,313.82 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 96,313.82

2426904 0301 TRAFFIC TEMPORARY $ 114,698.75 6.00 $ 6,881.93 $ 121,580.68 0FED $ 121,580.67 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0301 $ 121,580.67

2426904 0600 STAKING $ 95,000.00 0.00 $ 0.00 $ 95,000.00 0FED $ 95,000.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0600 $ 95,000.00

2426904 0640 CONSTRUCTION $ 625,952.15 6.00 $ 37,557.13 $ 663,509.28 0FED $ 663,509.28 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0640 $ 663,509.28

TOTAL FOR PROJECT 2426904 $ 14,631,344.46

================================================================ ESTIMATE TOTAL $ 14,631,344.46

OKLAHOMA DEPARTMENT OF TRANSPORTATION FUNDING SUMMARY BY UNIT

April 06, 2016 PAGE NO. 1

PROJECT CONTROL NUMBER : 2426904PROJECT NUMBER : NHPP-153N(153)SS------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


000 $ 13,808,532.50 $ 822,811.96 $ 14,631,344.46 $ 14,631,344.45 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 13,808,532.50 $ 822,811.96 $ 14,631,344.46 $ 14,631,344.46 ================================================================== PROJECT TOTALS $ 13,808,532.50 $ 822,811.96 $ 14,631,344.46 $ 14,631,344.46

OKLAHOMA DEPARTMENT OF TRANSPORTATION CATEGORY FUNDING SUMMARY BY FUND


PROJECT CONTROL NUMBER : 2426904PROJECT NUMBER : NHPP-153N(153)SS------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY $ 12,882,019.50 $ 772,921.17 $ 13,654,940.67 $ 13,654,940.670300 TRAFFIC PERMANENT $ 90,862.10 $ 5,451.73 $ 96,313.83 $ 96,313.820301 TRAFFIC TEMPORARY $ 114,698.75 $ 6,881.93 $ 121,580.68 $ 121,580.670600 STAKING $ 95,000.00 $ 0.00 $ 95,000.00 $ 95,000.000640 CONSTRUCTION $ 625,952.15 $ 37,557.13 $ 663,509.28 $ 663,509.28 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 13,808,532.50 $ 822,811.96 $ 14,631,344.46 $ 14,631,344.45 ================================================================== PROJECT TOTALS $ 13,808,532.50 $ 822,811.96 $ 14,631,344.46 $ 14,631,344.46






PROJECT NUMBER : NHPP-272A(126)3B PROJECT NAME : JOINT SEAL/REPAIR

JOINT SEAL/REPAIR

TOTAL PROJECT LENGTH : 0.0000 MILES TOTAL BRIDGE LENGTH : 1,050.0000 FEET

US-169: AT MULTIPLE LOCATIONS IN THE CITY OF TULSA.

BRIDGE REPAIR

COUNTIES: TULSA ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 150315 PROJECT NO.: NHPP-272A(126)3B------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


NHPP-272A(126)3B 3167204 B 12 997,185.65 59,831.15 1,057,016.80 0.00 845,613.43 ------------------------------------------------------------------------------- FUND CLASS 0FED TOTALS 997,185.65 59,831.15 1,057,016.80 0.00 845,613.43

FUND CLASS 0SSP OKLAHOMA STATE SPECIAL FUNDS

NHPP-272A(126)3B 3167204 B 12 997,185.65 59,831.15 1,057,016.80 0.00 211,403.37 ------------------------------------------------------------------------------- FUND CLASS 0SSP TOTALS 997,185.65 59,831.15 1,057,016.80 0.00 211,403.37

=============================================================================== ESTIMATE TOTALS 997,185.65 59,831.15 1,057,016.80 0.00 1,057,016.80


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 150315 PCN : 3167204 PROJECT NO. : NHPP-272A(126)3B CONTRACT ID : 150315-----------------------------------------------------------------------------------------------------------------------------------PCN : 3167204 JOINT SEAL/REPAIR

CATEGORY : 0200 BRIDGE A FUNDING SOURCE(S) AND PARTICIPATION :

0FED FEDERAL FUND PLACE HOLDER 80.00 % 0SSP OKLAHOMA STATE SPECIAL FUNDS 20.00 %

CONSTRUCTION TYPE : X281 HWY OVER HWY CONCRETE (PRESTRESSED)WORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0124 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 501(G) 6309 CLSM BACKFILL 2.000 CY 200.00000 400.000002 504(A) 1304 APPROACH SLAB 400.000 SY 155.00000 62,000.000003 504(B) 1305 SAW-CUT GROOVING 368.000 SY 5.00000 1,840.000004 504(C) 6250 SEALED EXPANSION JOINT 132.230 LF 60.00000 7,933.800005 504(G) 6390 RAPID CURE JOINT SEALANT 721.500 LF 10.00000 7,215.000006 511 6306 MECHANICAL SPLICES 124.000 EA 35.00000 4,340.000007 513(B) 6019 CLASS B BRIDGE DECK REPAIR 10.000 SY 340.00000 3,400.000008 513(C) 6020 CLASS C BRIDGE DECK REPAIR 10.000 SY 375.00000 3,750.000009 521(A) 6210 PNEUMATICALLY PLACED MORTAR 100.000 SY 485.00000 48,500.000010 523(C) 6570 DECK AREA SEALED (FLOODCOATS) 3,018.000 SY 12.00000 36,216.000011 525(A) 0100 (SP)NEST PREVENTION - NETTING 1.000 LSUM 8,000.00000 8,000.000012 535 6130 (SP)CORROSION INHIBITOR(SURFACE APPLIED) 10.000 SY 40.00000 400.000013 540 4510 (PL)REPAIR BRIDGE ITEM (TYPE A) 1.000 LSUM 5,000.00000 5,000.000014 545 4815 (PL)REPLACE BRIDGE ITEM (TYPE A) 3.000 EA 200.00000 600.000015 619(B) 2500 REMOVAL OF BRIDGE ITEMS 1.000 LSUM 2,500.00000 2,500.00

------------------------------------------ CATEGORY TOTAL $ 192,094.80



CATEGORY : 0201 BRIDGE B FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X281 HWY OVER HWY CONCRETE (PRESTRESSED)WORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0124 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0016 501(G) 6309 CLSM BACKFILL 2.000 CY 200.00000 400.000017 504(A) 1304 APPROACH SLAB 400.000 SY 155.00000 62,000.000018 504(B) 1305 SAW-CUT GROOVING 368.000 SY 5.00000 1,840.000019 504(C) 6250 SEALED EXPANSION JOINT 132.230 LF 60.00000 7,933.800020 504(G) 6390 RAPID CURE JOINT SEALANT 721.500 LF 10.00000 7,215.000021 511 6306 MECHANICAL SPLICES 124.000 EA 35.00000 4,340.000022 513(B) 6019 CLASS B BRIDGE DECK REPAIR 10.000 SY 340.00000 3,400.000023 521(A) 6210 PNEUMATICALLY PLACED MORTAR 100.000 SY 485.00000 48,500.000024 523(C) 6570 DECK AREA SEALED (FLOODCOATS) 3,018.000 SY 12.00000 36,216.000025 525(A) 0100 (SP)NEST PREVENTION - NETTING 1.000 LSUM 8,000.00000 8,000.000026 540 4510 (PL)REPAIR BRIDGE ITEM (TYPE A) 1.000 LSUM 5,000.00000 5,000.000027 545 4815 (PL)REPLACE BRIDGE ITEM (TYPE A) 4.000 EA 200.00000 800.000028 619(B) 2500 REMOVAL OF BRIDGE ITEMS 1.000 LSUM 2,500.00000 2,500.00

------------------------------------------ CATEGORY TOTAL $ 188,144.80



CATEGORY : 0202 BRIDGE C FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X281 HWY OVER HWY CONCRETE (PRESTRESSED)WORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0248 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0029 501(G) 6309 CLSM BACKFILL 6.000 CY 200.00000 1,200.000030 504(A) 1304 APPROACH SLAB 831.200 SY 155.00000 128,836.000031 504(B) 1305 SAW-CUT GROOVING 759.000 SY 5.00000 3,795.000032 504(C) 6250 SEALED EXPANSION JOINT 132.700 LF 60.00000 7,962.000033 504(G) 6390 RAPID CURE JOINT SEALANT 445.500 LF 10.00000 4,455.000034 509(D) 1331 CLASS C CONCRETE 32.000 CY 425.00000 13,600.000035 511 6306 MECHANICAL SPLICES 124.000 EA 35.00000 4,340.000036 513(B) 6019 CLASS B BRIDGE DECK REPAIR 10.000 SY 340.00000 3,400.000037 521(A) 6210 PNEUMATICALLY PLACED MORTAR 100.000 SY 485.00000 48,500.000038 523(C) 6570 DECK AREA SEALED (FLOODCOATS) 3,543.000 SY 12.00000 42,516.000039 525(A) 0100 (SP)NEST PREVENTION - NETTING 1.000 LSUM 8,000.00000 8,000.000040 540 4510 (PL)REPAIR BRIDGE ITEM (TYPE A) 1.000 LSUM 5,000.00000 5,000.000041 540 4520 (PL)REPAIR BRIDGE ITEM (TYPE B) 1.000 LSUM 1,000.00000 1,000.000042 545 4815 (PL)REPLACE BRIDGE ITEM (TYPE A) 4.000 EA 200.00000 800.000043 619(B) 2500 REMOVAL OF BRIDGE ITEMS 1.000 LSUM 2,500.00000 2,500.00

------------------------------------------ CATEGORY TOTAL $ 275,904.00



CATEGORY : 0203 BRIDGE D FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X281 HWY OVER HWY CONCRETE (PRESTRESSED)WORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0243 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0044 201 0181 SELECTIVE CLEARING 1.000 LSUM 1,500.00000 1,500.000045 501(G) 6309 CLSM BACKFILL 6.000 CY 200.00000 1,200.000046 504(A) 1304 APPROACH SLAB 817.900 SY 155.00000 126,774.500047 504(B) 1305 SAW-CUT GROOVING 766.000 SY 5.00000 3,830.000048 504(C) 6250 SEALED EXPANSION JOINT 128.130 LF 60.00000 7,687.800049 504(G) 6390 RAPID CURE JOINT SEALANT 426.250 LF 10.00000 4,262.500050 511 6306 MECHANICAL SPLICES 124.000 EA 35.00000 4,340.000051 513(B) 6019 CLASS B BRIDGE DECK REPAIR 10.000 SY 340.00000 3,400.000052 521(A) 6210 PNEUMATICALLY PLACED MORTAR 32.000 SY 485.00000 15,520.000053 523(C) 6570 DECK AREA SEALED (FLOODCOATS) 3,339.000 SY 12.00000 40,068.000054 525(A) 0100 (SP)NEST PREVENTION - NETTING 1.000 LSUM 8,000.00000 8,000.000055 540 4510 (PL)REPAIR BRIDGE ITEM (TYPE A) 1.000 LSUM 5,000.00000 5,000.000056 545 4815 (PL)REPLACE BRIDGE ITEM (TYPE A) 7.000 EA 200.00000 1,400.000057 619(B) 2500 REMOVAL OF BRIDGE ITEMS 1.000 LSUM 2,500.00000 2,500.00

------------------------------------------ CATEGORY TOTAL $ 225,482.80



CATEGORY : 0300 TRAFFIC CONTROL FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0058 871(B) 8705 (SP)CONST.ZONE IMPACT ATTEN. 75.000 SD 9.25000 693.750059 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER 650.000 LF 22.00000 14,300.000060 877(C) 8486 RELOCATION OF PORTABLE LONGITUDINAL BARRIER 4,050.000 LF 3.80000 15,390.000061 880(A) 8812 ARROW DISPLAY(TYPE C) 150.000 SD 8.00000 1,200.000062 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 600.000 SD 0.30000 180.000063 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 1,125.000 SD 0.75000 843.750064 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 1,575.000 SD 1.75000 2,756.250065 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 825.000 SD 1.00000 825.000066 880(C) 8848 WING BARRICADES 150.000 SD 0.95000 142.500067 880(E) 8860 WARNING LIGHTS(TYPE A) 2,100.000 SD 0.25000 525.000068 880(F) 8878 DRUMS 1,875.000 SD 0.20000 375.000069 880(G) 8890 CHANNELIZER CONES 2,250.000 SD 0.40000 900.000070 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 356.000 SD 13.00000 4,628.00

------------------------------------------ CATEGORY TOTAL $ 42,759.25





CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0071 104 0955 (SP) RAILROAD FLAGGING(NON-BIDDABLE) 7.000 DAY 400.00000 2,800.00

------------------------------------------ CATEGORY TOTAL $ 2,800.00



CONSTRUCTION TYPE : CONS CONSTRUCTION FOR CATEGORY #0640WORK CLASSIFICATION : 0640 CONSTRUCTION CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0072 641 1399 MOBILIZATION 1.000 LSUM 70,000.00000 70,000.00

------------------------------------------ CATEGORY TOTAL $ 70,000.00

PROJECT TOTAL $ 997,185.65

ESTIMATE TOTAL $ 997,185.65



3167204 0200 BRIDGE A $ 192,094.80 6.00 $ 11,525.69 $ 203,620.49 0FED $ 162,896.38 0SSP $ 40,724.09 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 203,620.48

3167204 0201 BRIDGE B $ 188,144.80 6.00 $ 11,288.69 $ 199,433.49 0FED $ 159,546.78 0SSP $ 39,886.69 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0201 $ 199,433.48

3167204 0202 BRIDGE C $ 275,904.00 6.00 $ 16,554.24 $ 292,458.24 0FED $ 233,966.59 0SSP $ 58,491.65 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0202 $ 292,458.24

3167204 0203 BRIDGE D $ 225,482.80 6.00 $ 13,528.97 $ 239,011.77 0FED $ 191,209.41 0SSP $ 47,802.34 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0203 $ 239,011.76

3167204 0300 TRAFFIC CONTROL $ 42,759.25 6.00 $ 2,565.56 $ 45,324.81 0FED $ 36,259.84 0SSP $ 9,064.95 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 45,324.80

3167204 0301 TRAFFIC CONTROL $ 2,800.00 6.00 $ 168.00 $ 2,968.00 0FED $ 2,374.40 0SSP $ 593.60 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0301 $ 2,968.00



3167204 0640 CONSTRUCTION $ 70,000.00 6.00 $ 4,200.00 $ 74,200.00 0FED $ 59,360.00 0SSP $ 14,840.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0640 $ 74,200.00


================================================================ ESTIMATE TOTAL $ 1,057,016.79



PROJECT CONTROL NUMBER : 3167204PROJECT NUMBER : NHPP-272A(126)3B------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


000 $ 997,185.65 $ 59,831.15 $ 1,057,016.80 $ 845,613.43 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 997,185.65 $ 59,831.15 $ 1,057,016.80 $ 845,613.43


000 $ 997,185.65 $ 59,831.15 $ 1,057,016.80 $ 211,403.35 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 997,185.65 $ 59,831.15 $ 1,057,016.80 $ 211,403.37 ================================================================== PROJECT TOTALS $ 997,185.65 $ 59,831.15 $ 1,057,016.80 $ 1,057,016.80



PROJECT CONTROL NUMBER : 3167204PROJECT NUMBER : NHPP-272A(126)3B------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0200 BRIDGE A $ 192,094.80 $ 11,525.69 $ 203,620.49 $ 162,896.380201 BRIDGE B $ 188,144.80 $ 11,288.69 $ 199,433.49 $ 159,546.780202 BRIDGE C $ 275,904.00 $ 16,554.24 $ 292,458.24 $ 233,966.590203 BRIDGE D $ 225,482.80 $ 13,528.97 $ 239,011.77 $ 191,209.410300 TRAFFIC CONTROL $ 42,759.25 $ 2,565.56 $ 45,324.81 $ 36,259.840301 TRAFFIC CONTROL $ 2,800.00 $ 168.00 $ 2,968.00 $ 2,374.400640 CONSTRUCTION $ 70,000.00 $ 4,200.00 $ 74,200.00 $ 59,360.00 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 997,185.65 $ 59,831.15 $ 1,057,016.80 $ 845,613.43


0200 BRIDGE A $ 192,094.80 $ 11,525.69 $ 203,620.49 $ 40,724.090201 BRIDGE B $ 188,144.80 $ 11,288.69 $ 199,433.49 $ 39,886.690202 BRIDGE C $ 275,904.00 $ 16,554.24 $ 292,458.24 $ 58,491.650203 BRIDGE D $ 225,482.80 $ 13,528.97 $ 239,011.77 $ 47,802.340300 TRAFFIC CONTROL $ 42,759.25 $ 2,565.56 $ 45,324.81 $ 9,064.950301 TRAFFIC CONTROL $ 2,800.00 $ 168.00 $ 2,968.00 $ 593.600640 CONSTRUCTION $ 70,000.00 $ 4,200.00 $ 74,200.00 $ 14,840.00 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 997,185.65 $ 59,831.15 $ 1,057,016.80 $ 211,403.35 ================================================================== PROJECT TOTALS $ 997,185.65 $ 59,831.15 $ 1,057,016.80 $ 1,057,016.80






PROJECT NUMBER : ACSTP-126B(066)SS PROJECT NAME : GRADE, DRAIN, SURFACE, AND BRIDGE

GRADE, DRAIN, SURFACE, AND BRIDGE


SH-39: FROM 3.6 MILES EAST OF US-62, EXTEND EAST NEAR CHICKASHA.

GRADE, DRAIN, SURFACE AND BRIDGE

COUNTIES: GRADY ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160086 PROJECT NO.: ACSTP-126B(066)SS------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


ACSTP-126B(066)SS 2030204 B 07 10,513,394.03 622,403.64 11,135,797.67 0.00 11,135,797.67 ------------------------------------------------------------------------------- FUND CLASS 0FED TOTALS 10,513,394.03 622,403.64 11,135,797.67 0.00 11,135,797.67

=============================================================================== ESTIMATE TOTALS 10,513,394.03 622,403.64 11,135,797.67 0.00 11,135,797.67


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160086 PCN : 2030204 PROJECT NO. : ACSTP-126B(066)SS CONTRACT ID : 160086-----------------------------------------------------------------------------------------------------------------------------------PCN : 2030204 GRADE, DRAIN, SURFACE, AND BRIDGE



CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0100 PRELIMINARY ENGINEERING CAT LENGTH : 2.9360 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 90,000.00000 90,000.000002 202(A) 0183 UNCLASSIFIED EXCAVATION 84,031.000 CY 6.50000 546,201.500003 202(D) 0184 UNCLASSIFIED BORROW 180,376.000 CY 8.30000 1,497,120.800004 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 75,000.00000 75,000.000005 221(C) 2801 TEMPORARY SILT FENCE 4,077.000 LF 2.00000 8,154.000006 221(F) 0100 TEMPORARY SILT DIKE 1,043.000 LF 8.00000 8,344.000007 229 4318 DITCH LINER PROTECTION 8,359.000 LF 2.00000 16,718.000008 230(A) 2806 SOLID SLAB SODDING 225,623.000 SY 1.50000 338,434.500009 232(B) 2814 SEEDING METHOD B 46.000 AC 300.00000 13,800.000010 233(A) 2817 VEGETATIVE MULCHING 46.000 AC 250.00000 11,500.000011 241 2832 MOWING 92.000 AC 85.00000 7,820.000012 307(K) 4300 STABILIZED SUBGRADE 78,029.000 SY 9.00000 702,261.000013 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 3,042.000 TON 22.00000 66,924.000014 407(B) 0250 TACK COAT 16,747.000 GAL 3.50000 58,614.500015 408 5774 PRIME COAT 30,063.000 GAL 4.50000 135,283.500016 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 39,667.000 TON 65.00000 2,578,355.000017 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) 8,627.000 TON 80.00000 690,160.000018 412 5267 COLD MILLING PAVEMENT 5,133.000 SY 2.00000 10,266.000019 501(A) 0313 STRUCTURAL EXCAVATION UNCLASSIFIED 193.000 CY 250.00000 48,250.000020 509(A) 0319 CLASS AA CONCRETE 548.000 CY 400.00000 219,200.000021 509(D) 0325 CLASS C CONCRETE 1,069.000 CY 275.00000 293,975.000022 511(A) 0332 REINFORCING STEEL 78,952.000 LB 1.00000 78,952.000023 601(A) 0297 TYPE I PLAIN RIPRAP 598.000 TON 45.00000 26,910.000024 601(C) 0538 TYPE I-A FILTER BLANKET 19.000 TON 50.00000 950.000025 613(A) 0491 18" R.C.PIPE CLASS III 53.000 LF 50.00000 2,650.00



CATEGORY : 0100 ROADWAY-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0026 613(A) 0493 30" R.C.PIPE CLASS III 69.000 LF 80.00000 5,520.000027 613(B) 0689 18" CORR. GALV. STEEL PIPE 1,348.000 LF 30.00000 40,440.000028 613(B) 0690 24" CORR. GALV. STEEL PIPE 1,222.000 LF 60.00000 73,320.000029 613(B) 0691 30" CORR. GALV. STEEL PIPE 66.000 LF 65.00000 4,290.000030 613(B) 0692 36" CORR. GALV. STEEL PIPE 408.000 LF 75.00000 30,600.000031 613(B) 4527 21" X 15" CORR. GALV. STEEL PIPE ARCH 748.000 LF 50.00000 37,400.000032 613(B) 4528 28" X 20" CORR. GALV. STEEL PIPE ARCH 266.000 LF 60.00000 15,960.000033 613(H) 0450 6" PERFORATED PIPE UNDERDRAIN ROUND 500.000 LF 12.00000 6,000.000034 613(I) 1096 6" NON-PERF.PIPE UNDERDRAIN RND. 100.000 LF 12.00000 1,200.000035 613(L) 5726 18" PREFAB. CULVERT END SECTION, ROUND 2.000 EA 650.00000 1,300.000036 613(M) 7186 TYPE A4 CULVERT END TREATMENT 20.000 EA 850.00000 17,000.000037 613(M) 7187 TYPE B4 CULVERT END TREATMENT 15.000 EA 1,100.00000 16,500.000038 613(M) 7188 TYPE C4 CULVERT END TREATMENT 1.000 EA 1,400.00000 1,400.000039 613(M) 7189 TYPE D4 CULVERT END TREATMENT 3.000 EA 1,800.00000 5,400.000040 613(M) 7196 TYPE A6 CULVERT END TREATMENT 20.000 EA 1,500.00000 30,000.000041 613(M) 7197 TYPE B6 CULVERT END TREATMENT 15.000 EA 1,700.00000 25,500.000042 613(M) 7198 TYPE C6 CULVERT END TREATMENT 3.000 EA 2,100.00000 6,300.000043 613(M) 7199 TYPE D6 CULVERT END TREATMENT 3.000 EA 1,800.00000 5,400.000044 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 50,000.00000 50,000.000045 619(B) 0291 REMOVAL OF HEADWALL 5.000 EA 300.00000 1,500.000046 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 47,219.000 SY 2.75000 129,852.250047 619(B) 4780 REMOVAL OF GUARDRAIL 1,421.000 LF 5.00000 7,105.000048 619(C) 0924 SAWING PAVEMENT 297.000 LF 3.00000 891.000049 623(A) 0932 BEAM GUARDRAIL W-BEAM SINGLE 1,513.000 LF 25.00000 37,825.000050 623(F) 8300 GUARDRAIL TRAIL END TURNDOWN (31") 3.000 EA 1,500.00000 4,500.000051 623(G) 8590 GUARDRAIL END TREATMENT (31") 7.000 EA 2,600.00000 18,200.000052 623(I) 8700 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") 8.000 EA 2,200.00000 17,600.000053 624(C) 4459 FENCE-STYLE SWF (5 BARBED WIRE) 11,137.000 LF 4.00000 44,548.000054 629(A) 4958 MAILBOX INSTALLATION-SINGLE 20.000 EA 80.00000 1,600.000055 629(C) 4960 MAILBOX 20.000 EA 50.00000 1,000.000056 629(D) 4961 REMOVAL OF MAILBOX INSTALLATION 20.000 EA 50.00000 1,000.000057 853 9033 DELINEATORS(TYPE 2, CODE 1) 20.000 EA 10.00000 200.00

------------------------------------------ CATEGORY TOTAL $ 8,165,195.05



CATEGORY : 0200 BRIDGE A - NBI NO. 05481 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X028 HWY OVER WTRWAY CONCRETE BOX CULVERT # OF SPANS : 1 BRIDGE ID : 30723WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 22.5000 CAT LENGTH : 0.0370 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 106.0000 CAT WIDTH : 106.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0058 202(A) 1301 UNCLASSIFIED EXCAVATION 3,928.000 CY 10.00000 39,280.000059 501(A) 1306 STRUCTURAL EXCAVATION UNCLASSIFIED 256.000 CY 25.00000 6,400.000060 509(A) 1326 CLASS AA CONCRETE 649.800 CY 450.00000 292,410.000061 511(A) 1332 REINFORCING STEEL 115,500.000 LB 0.90000 103,950.000062 525(C) 1000 (SP)NEST PREVENTION 1.000 LSUM 5,000.00000 5,000.000063 601(A) 1351 TYPE I PLAIN RIPRAP 1,080.000 TON 50.00000 54,000.000064 619(D) 1397 REMOVAL OF EXISTING BRIDGE STRUCTURE 1.000 LSUM 25,000.00000 25,000.00

------------------------------------------ CATEGORY TOTAL $ 526,040.00

CATEGORY : 0201 BRIDGE B - NBI NO. 05355 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X081 HWY OVER WTRWAY CONC. PRESTRESSED GIRDER # OF SPANS : 3 BRIDGE ID : 30724WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 176.6600 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 40.0000 CAT WIDTH : 40.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------



CATEGORY : 0201 BRIDGE B - NBI NO. 05355-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0065 202(A) 1301 UNCLASSIFIED EXCAVATION 320.000 CY 10.00000 3,200.000066 501(B) 1307 SUBSTRUCTURE EXCAVATION COMMON 160.000 CY 25.00000 4,000.000067 501(G) 6309 CLSM BACKFILL 160.000 CY 250.00000 40,000.000068 503(A) 1311 PRESTRESSED CONCRETE BEAMS (TYPE II) 398.000 LF 200.00000 79,600.000069 503(A) 1312 PRESTRESSED CONCRETE BEAMS (TYPE III) 299.000 LF 230.00000 68,770.000070 504(A) 1304 APPROACH SLAB 281.200 SY 300.00000 84,360.000071 504(B) 1305 SAW-CUT GROOVING 1,051.700 SY 5.00000 5,258.500072 504(C) 6250 SEALED EXPANSION JOINT 43.200 LF 350.00000 15,120.000073 504(D) 6245 CONCRETE RAIL (TR4) 473.400 LF 95.00000 44,973.000074 506(A) 1322 STRUCTURAL STEEL 1,350.000 LB 3.00000 4,050.000075 507(A) 6170 STAINLESS STEEL FIXED BEARING ASSEMBLY 8.000 EA 2,000.00000 16,000.000076 507(B) 6174 STAINLESS STEEL EXPANSION BEARING ASSEMBLY 16.000 EA 2,000.00000 32,000.000077 509(A) 1326 CLASS AA CONCRETE 205.000 CY 650.00000 133,250.000078 509(B) 1328 CLASS A CONCRETE 140.600 CY 650.00000 91,390.000079 509(D) 1331 CLASS C CONCRETE 20.000 CY 350.00000 7,000.000080 511(B) 6010 EPOXY COATED REINFORCING STEEL 68,010.000 LB 1.10000 74,811.000081 514(A) 6010 PILES, FURNISHED (HP 10X42) 120.000 LF 40.00000 4,800.000082 514(A) 6011 PILES, FURNISHED (HP 12X53) 392.000 LF 50.00000 19,600.000083 514(B) 6292 PILES, DRIVEN (HP 10X42) 120.000 LF 20.00000 2,400.000084 514(B) 6294 PILES, DRIVEN (HP 12X53) 392.000 LF 20.00000 7,840.000085 514(K) 6260 (PL)PILOT HOLES 462.000 LF 100.00000 46,200.000086 514(L) 6220 PILE SPLICE, H-PILE (NON-BIDDABLE) 1.000 EA 400.00000 400.000087 515(A) 6013 WATER REPELLENT (VISUALLY INSPECTED) 836.000 SY 5.00000 4,180.000088 516(A) 6094 DRILLED SHAFTS 48" DIAMETER 112.000 LF 700.00000 78,400.000089 516(C) 6200 CROSSHOLE SONIC LOGGING 1.000 EA 5,000.00000 5,000.000090 523(A) 6550 SEALER CRACK PREPARATION 40.800 LF 5.00000 204.000091 523(B) 6560 SEALER RESIN 0.500 GAL 150.00000 75.000092 525(C) 1000 (SP)NEST PREVENTION 1.000 LSUM 5,000.00000 5,000.000093 601(B) 1353 TYPE I-A PLAIN RIPRAP 1,120.000 TON 50.00000 56,000.000094 601(C) 1355 TYPE I-A FILTER BLANKET 270.000 TON 40.00000 10,800.000095 613(H) 6204 6" PERFORATED PIPE UNDERDRAIN ROUND 84.000 LF 30.00000 2,520.000096 613(I) 6207 6" NON-PERF.PIPE UNDERDRAIN RND. 90.000 LF 30.00000 2,700.000097 619(D) 1397 REMOVAL OF EXISTING BRIDGE STRUCTURE 1.000 LSUM 5,000.00000 5,000.00

------------------------------------------ CATEGORY TOTAL $ 954,901.50



CATEGORY : 0202 BRIDGE C - NBI NO. 25514 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X081 HWY OVER WTRWAY CONC. PRESTRESSED GIRDER # OF SPANS : 3 BRIDGE ID : 25514WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 232.1040 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 39.3750 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0098 501(G) 6309 CLSM BACKFILL 60.000 CY 250.00000 15,000.000099 504(A) 1304 APPROACH SLAB 181.600 SY 300.00000 54,480.000100 504(B) 1305 SAW-CUT GROOVING 172.200 SY 5.00000 861.000101 504(E) 1381 CONCRETE PARAPET 78.800 LF 120.00000 9,456.000102 515(A) 6013 WATER REPELLENT (VISUALLY INSPECTED) 36.000 SY 5.00000 180.000103 619(B) 2500 REMOVAL OF BRIDGE ITEMS 1.000 LSUM 10,000.00000 10,000.00

------------------------------------------ CATEGORY TOTAL $ 89,977.00



CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0104 823 8478 (SP)PORTABLE TRAFFIC SIGNAL SYSTEM 200.000 SD 25.00000 5,000.00



CATEGORY : 0300 TRAFFIC CONTROL-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0105 857(A) 8839 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) 28,000.000 LF 0.20000 5,600.000106 857(E) 8890 (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX 2,000.000 EA 0.55000 1,100.00 TAB)TYPE 2-20107 857(F) 8006 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) 8,000.000 LF 0.40000 3,200.000108 871(B) 8705 (SP)CONST.ZONE IMPACT ATTEN. 1,740.000 SD 6.20000 10,788.000109 876(A) 8482 (PL)TRUCK MOUNTED ATTENUATOR 290.000 SD 38.00000 11,020.000110 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER 400.000 LF 20.00000 8,000.000111 877(C) 8486 RELOCATION OF PORTABLE LONGITUDINAL BARRIER 1,700.000 LF 7.00000 11,900.000112 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 31,610.000 SD 0.25000 7,902.500113 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 15,950.000 SD 0.50000 7,975.000114 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 10,150.000 SD 1.30000 13,195.000115 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 17,400.000 SD 0.60000 10,440.000116 880(C) 8848 WING BARRICADES 1,160.000 SD 1.25000 1,450.000117 880(E) 8860 WARNING LIGHTS(TYPE A) 33,060.000 SD 0.30000 9,918.000118 880(F) 8878 DRUMS 24,650.000 SD 0.20000 4,930.000119 880(G) 8890 CHANNELIZER CONES 47,270.000 SD 0.25000 11,817.500120 880(I) 8902 FLAGGER 90.000 SD 61.90000 5,571.000121 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 1,216.000 SD 16.00000 19,456.00

------------------------------------------ CATEGORY TOTAL $ 149,263.00



CATEGORY : 0301 TRAFFIC SIGNING AND STRIPING FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y002 TRAFFIC SIGNSWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0122 413(B) 4863 RUMBLE STRIP-METHOD HMA-CYC 34,500.000 LF 0.25000 8,625.000123 805(A) 8724 (PL)REMOVAL OF EXISTING SIGNS 15.000 EA 30.00000 450.000124 805(D) 8756 (PL)REMOVE & RESET EXISTING SIGNS 1.000 EA 550.00000 550.000125 850(A) 8110 SHEET ALUMINUM SIGNS 104.770 SF 24.00000 2,514.480126 851(C) 8330 2 1/2" SQUARE TUBE POST 325.000 LF 10.00000 3,250.000127 856(A) 8530 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) 52,500.000 LF 0.30000 15,750.000128 856(A) 8548 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) 120.000 LF 3.15000 378.00

------------------------------------------ CATEGORY TOTAL $ 31,517.48



CONSTRUCTION TYPE : STAK STAKINGWORK CLASSIFICATION : 0600 STAKING CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------



CATEGORY : 0600 STAKING-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0129 642(B) 0096 CONSTRUCTION STAKING LEVEL II 1.000 LSUM 140,000.00000 140,000.00

------------------------------------------ CATEGORY TOTAL $ 140,000.00




------------------------------------------ CATEGORY TOTAL $ 456,500.00






2030204 0200 BRIDGE A - NBI NO. 05481 $ 526,040.00 6.00 $ 31,562.40 $ 557,602.40 0FED $ 557,602.40 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 557,602.40

2030204 0201 BRIDGE B - NBI NO. 05355 $ 954,901.50 6.00 $ 57,294.09 $ 1,012,195.59 0FED $ 1,012,195.59 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0201 $ 1,012,195.59

2030204 0202 BRIDGE C - NBI NO. 25514 $ 89,977.00 6.00 $ 5,398.62 $ 95,375.62 0FED $ 95,375.62 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0202 $ 95,375.62

2030204 0300 TRAFFIC CONTROL $ 149,263.00 6.00 $ 8,955.78 $ 158,218.78 0FED $ 158,218.78 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 158,218.78

2030204 0301 TRAFFIC SIGNING AND STRIPING $ 31,517.48 6.00 $ 1,891.05 $ 33,408.53 0FED $ 33,408.52 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0301 $ 33,408.52






================================================================ ESTIMATE TOTAL $ 11,135,797.67



PROJECT CONTROL NUMBER : 2030204PROJECT NUMBER : ACSTP-126B(066)SS------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------





PROJECT CONTROL NUMBER : 2030204PROJECT NUMBER : ACSTP-126B(066)SS------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY $ 8,165,195.05 $ 489,911.70 $ 8,655,106.75 $ 8,655,106.750200 BRIDGE A - NBI NO. 05481 $ 526,040.00 $ 31,562.40 $ 557,602.40 $ 557,602.400201 BRIDGE B - NBI NO. 05355 $ 954,901.50 $ 57,294.09 $ 1,012,195.59 $ 1,012,195.590202 BRIDGE C - NBI NO. 25514 $ 89,977.00 $ 5,398.62 $ 95,375.62 $ 95,375.620300 TRAFFIC CONTROL $ 149,263.00 $ 8,955.78 $ 158,218.78 $ 158,218.780301 TRAFFIC SIGNING AND STRIPING $ 31,517.48 $ 1,891.05 $ 33,408.53 $ 33,408.520600 STAKING $ 140,000.00 $ 0.00 $ 140,000.00 $ 140,000.000640 CONSTRUCTION $ 456,500.00 $ 27,390.00 $ 483,890.00 $ 483,890.00 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 10,513,394.03 $ 622,403.64 $ 11,135,797.67 $ 11,135,797.67 ================================================================== PROJECT TOTALS $ 10,513,394.03 $ 622,403.64 $ 11,135,797.67 $ 11,135,797.67






PROJECT NUMBER : STP-214B(042)AG PROJECT NAME : GRADE, DRAIN, SURFACE, AND BRIDGE



CITY STREET (LINDSEY STREET): FROM SW 24TH AVENUE, EXTEND EAST IN THE CITY OF NORMAN.


CITY STREET (LINDSEY STREET): FROM SW 24TH AVENUE, EXTEND EAST IN THE CITY OF NORMAN.


COUNTIES: CLEVELAND CLEVELAND ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160128 PROJECT NO.: STP-214B(042)AG------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------

FUND CLASS 0CTY CITY PARTICIPATION

STP-214B(063)AG 3150704 B 07 5,745,905.71 344,754.34 6,090,660.05 0.00 1,393,065.92 ------------------------------------------------------------------------------- FUND CLASS 0CTY TOTALS 5,745,905.71 344,754.34 6,090,660.05 0.00 1,393,065.92


STP-214B(042)AG 2929304 B 07 18,741,770.87 1,122,106.25 19,863,877.12 0.00 19,863,877.12STP-214B(063)AG 3150704 B 07 5,539,615.71 332,376.94 5,871,992.65 0.00 4,697,594.13 ------------------------------------------------------------------------------- FUND CLASS 0FED TOTALS 24,281,386.58 1,454,483.19 25,735,869.77 0.00 24,561,471.25

FUND CLASS 9009 OTHER NON-PARTICIPATION

STP-214B(042)AG 2929304 B 07 663,569.96 39,814.20 703,384.16 0.00 703,384.16 ------------------------------------------------------------------------------- FUND CLASS 9009 TOTALS 663,569.96 39,814.20 703,384.16 0.00 703,384.16

=============================================================================== ESTIMATE TOTALS 25,151,246.54 1,506,674.79 26,657,921.33 0.00 26,657,921.33


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160128 PCN : 2929304 PROJECT NO. : STP-214B(042)AG CONTRACT ID : 160128-----------------------------------------------------------------------------------------------------------------------------------PCN : 2929304 GRADE, DRAIN, SURFACE, AND BRIDGE

CATEGORY : 0100 ROADWAY - STP-214B(042)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : F000 BIT. SURFACE TREATMENTWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 1.2360 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 15,000.00000 15,000.000002 202(A) 0183 UNCLASSIFIED EXCAVATION 96,495.000 CY 10.00000 964,950.000003 202(D) 0184 UNCLASSIFIED BORROW 100.000 CY 6.50000 650.000004 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 10,000.00000 10,000.000005 221(C) 2801 TEMPORARY SILT FENCE 500.000 LF 1.50000 750.000006 221(F) 0100 TEMPORARY SILT DIKE 100.000 LF 7.50000 750.000007 221(H) 0450 (PL)TEMPORARY INLET SEDIMENT FILTER 119.000 EA 175.00000 20,825.000008 230(A) 2806 SOLID SLAB SODDING 7,476.000 SY 1.50000 11,214.000009 241 2832 MOWING 5.580 AC 75.00000 418.500010 307(A) 4200 FLY ASH 1,168.000 TON 65.00000 75,920.000011 307(E) 4240 CEMENTITIOUS STABILIZED SUBGRADE 21,521.000 SY 2.75000 59,182.750012 310(B) 0149 SUBGRADE, METHOD B 52,147.000 SY 2.25000 117,330.750013 317 4270 CEMENT TREATED BASE 45,181.000 SY 10.00000 451,810.000014 325 5271 SEPARATOR FABRIC 41,857.000 SY 1.20000 50,228.400015 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 2,000.000 TON 45.00000 90,000.000016 407(B) 0250 TACK COAT 2,444.000 GAL 2.80000 6,843.200017 408 5774 PRIME COAT 14,790.000 GAL 6.00000 88,740.000018 411(B) 5940 SUPERPAVE, TYPE S3(PG 70-28 OK) 882.000 TON 90.00000 79,380.000019 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 4,545.000 TON 75.00000 340,875.000020 411(C) 5955 SUPERPAVE, TYPE S4(PG 70-28 OK) 580.000 TON 85.00000 49,300.000021 414(B) 5725 DOWEL JOINTED P.C. CONCRETE 40,687.000 SY 15.00000 610,305.00 PAVEMENT(PLACEMENT )0022 414(G) 5275 P.C. CONCRETE FOR PAVEMENT 9,998.000 CY 120.00000 1,199,760.000023 501(A) 0313 STRUCTURAL EXCAVATION UNCLASSIFIED 3,782.000 CY 30.00000 113,460.000024 506(A) 1322 STRUCTURAL STEEL 230.000 LB 2.75000 632.50



CATEGORY : 0100 ROADWAY - STP-214B(042)AG-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0025 509(A) 0319 CLASS AA CONCRETE 8,422.000 CY 700.00000 5,895,400.000026 509(C) 0322 CLASS A CONCRETE, SMALL STRUCTURES 7.000 CY 700.00000 4,900.000027 509(D) 0325 CLASS C CONCRETE 115.000 CY 275.00000 31,625.000028 511(A) 0332 REINFORCING STEEL 1,284,141.000 LB 1.15000 1,476,762.150029 609(A) 0287 CONCRETE CURB (4" MNTBLE-INTEGRAL) 37.000 LF 8.00000 296.000030 609(A) 0288 CONCRETE CURB (6" MNTBLE-INTEGRAL) 6,079.000 LF 3.50000 21,276.500031 609(A) 0300 CONCRETE CURB (6" BARRIER-INTEGRAL) 922.000 LF 5.50000 5,071.000032 609(A) 0380 CONCRETE CURB (8" BARRIER-INTEGRAL) 9,555.000 LF 7.50000 71,662.500033 609(B) 1525 2'-8" COMB. CURB & GUTTER (6" BARRIER) 870.000 LF 22.00000 19,140.000034 609(B) 1526 2'-8" COMB. CURB & GUTTER (8" BARRIER) 95.000 LF 25.00000 2,375.000035 610(A) 0602 4" CONCRETE SIDEWALK 5,354.000 SY 40.00000 214,160.000036 610(B) 0604 6" CONCRETE DRIVEWAY 6,736.000 SY 55.00000 370,480.000037 610(I) 4610 TACTILE WARNING DEVICE-NEW 398.000 SF 35.00000 13,930.000038 611(A) 2657 MANHOLE (4' DIAMETER) 52.000 EA 2,200.00000 114,400.000039 611(A) 2658 MANHOLE (5' DIAMETER) 6.000 EA 3,200.00000 19,200.000040 611(A) 2659 MANHOLE (6' DIAMETER) 6.000 EA 3,700.00000 22,200.000041 611(B) 2680 ADD'L.DEPTH IN MANHOLE (4' DIAMETER) 63.000 VF 175.00000 11,025.000042 611(B) 2681 ADD'L.DEPTH IN MANHOLE (5' DIAMETER) 3.000 VF 300.00000 900.000043 611(B) 2682 ADD'L.DEPTH IN MANHOLE (6' DIAMETER) 5.000 VF 500.00000 2,500.000044 611(G) 4012 SPECIAL INLET DRAIN 31.000 EA 14,000.00000 434,000.000045 611(G) 5112 INLET CI DES. 2 (STD) 15.000 EA 3,200.00000 48,000.000046 611(G) 5113 INLET CI DES. 2 (B) 15.000 EA 4,200.00000 63,000.000047 611(G) 5115 INLET CI DES. 2 (D) 2.000 EA 5,200.00000 10,400.000048 611(G) 5120 INLET CI DES. 3 (STD) 7.000 EA 5,200.00000 36,400.000049 611(G) 5121 INLET CI DES. 3 (B) 2.000 EA 5,700.00000 11,400.000050 611(G) 5122 INLET CI DES. 3 (D) 2.000 EA 7,500.00000 15,000.000051 611(G) 5125 INLET CI DES. 3 (2D) 5.000 EA 9,000.00000 45,000.000052 611(G) 5711 INLET CDI RCP DES. 8 36.000 EA 7,500.00000 270,000.000053 611(G) 6000 INLET (SMD-TYPE 1) 4.000 EA 3,500.00000 14,000.000054 611(G) 6002 INLET (SMD-TYPE 2) 2.000 EA 2,500.00000 5,000.000055 611(H) 5325 ADD'L DEPTH IN INLET CI DES. 2 58.000 VF 400.00000 23,200.000056 611(H) 5330 ADD'L DEPTH IN INLET CI DES. 3 36.000 VF 500.00000 18,000.000057 612(A) 0641 MANHOLES ADJUST TO GRADE 8.000 EA 600.00000 4,800.00



CATEGORY : 0100 ROADWAY - STP-214B(042)AG-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0058 612(B) 0642 MANHOLES REBUILT 8.000 EA 400.00000 3,200.000059 612(E) 0647 VALVE BOXES ADJUST TO GRADE 20.000 EA 350.00000 7,000.000060 612(I) 0652 WATER METER RESET 20.000 EA 400.00000 8,000.000061 613(A) 0491 18" R.C.PIPE CLASS III 2,780.000 LF 245.00000 681,100.000062 613(A) 0492 24" R.C.PIPE CLASS III 646.000 LF 260.00000 167,960.000063 613(A) 0493 30" R.C.PIPE CLASS III 294.000 LF 290.00000 85,260.000064 613(A) 0494 36" R.C.PIPE CLASS III 26.000 LF 325.00000 8,450.000065 613(A) 0495 42" R.C.PIPE CLASS III 612.000 LF 345.00000 211,140.000066 613(A) 0496 48" R.C.PIPE CLASS III 1,102.000 LF 415.00000 457,330.000067 613(H) 0450 6" PERFORATED PIPE UNDERDRAIN ROUND 6,079.000 LF 14.00000 85,106.000068 613(I) 1096 6" NON-PERF.PIPE UNDERDRAIN RND. 360.000 LF 13.00000 4,680.000069 615(A) 6132 18" POLYVINYL CHLORIDE(PVC) (DR 25) PIPE 120.000 LF 200.00000 24,000.000070 616(I) 5270 24" STEEL CASING 80.000 LF 110.00000 8,800.000071 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 18,000.00000 18,000.000072 619(B) 4726 REMOVAL OF CURB AND GUTTER 10,955.000 LF 6.00000 65,730.000073 619(B) 4727 REMOVAL OF CONCRETE PAVEMENT 9,656.000 SY 5.00000 48,280.000074 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 28,276.000 SY 3.50000 98,966.000075 619(B) 4763 REMOVAL OF CONCRETE PAVEMENT W/ASPHALT 1,070.000 SY 11.00000 11,770.00 OVERLAY0076 619(B) 4766 REMOVAL OF CONCRETE DRIVEWAY 7,674.000 SY 10.00000 76,740.000077 619(B) 4767 REMOVAL OF ASPHALT DRIVEWAY 43.000 SY 4.50000 193.500078 619(B) 4791 REMOVAL OF CURB 1,666.000 LF 7.00000 11,662.000079 619(B) 4792 REMOVAL OF SIDEWALK 6,567.000 SY 12.00000 78,804.000080 619(B) 5881 REMOVAL OF CONCRETE DITCH LINER 130.000 LF 7.00000 910.000081 619(B) 5918 REMOVAL OF EXISTING PIPE 6,857.000 LF 12.50000 85,712.500082 619(C) 0924 SAWING PAVEMENT 11,473.000 LF 3.25000 37,287.250083 629(A) 4958 MAILBOX INSTALLATION-SINGLE 3.000 EA 95.00000 285.000084 629(C) 4960 MAILBOX 3.000 EA 35.00000 105.000085 629(D) 4961 REMOVAL OF MAILBOX INSTALLATION 3.000 EA 25.00000 75.00

------------------------------------------ CATEGORY TOTAL $ 15,940,374.50



CATEGORY : 0300 TRAFFIC CONTROL - STP-214B(042)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0086 857(A) 8839 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) 81,720.000 LF 0.20000 16,344.000087 857(E) 8887 (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX 2,100.000 EA 0.80000 1,680.00 TAB)TYPE 2-10088 857(F) 8820 PAVEMENT MARKING REMOVAL (HYDROBLASTING) 81,720.000 LF 0.40000 32,688.000089 871(B) 8705 (SP)CONST.ZONE IMPACT ATTEN. 1,800.000 SD 10.00000 18,000.000090 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER 2,400.000 LF 30.00000 72,000.000091 877(C) 8486 RELOCATION OF PORTABLE LONGITUDINAL BARRIER 5,400.000 LF 6.00000 32,400.000092 880(A) 8806 ARROW DISPLAY(TYPE B) 940.000 SD 1.75000 1,645.000093 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 23,500.000 SD 0.50000 11,750.000094 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 4,700.000 SD 0.75000 3,525.000095 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 32,900.000 SD 1.50000 49,350.000096 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 18,800.000 SD 1.00000 18,800.000097 880(C) 8848 WING BARRICADES 2,200.000 SD 1.00000 2,200.000098 880(D) 8854 VERTICAL PANELS 51,940.000 SD 0.25000 12,985.000099 880(E) 8860 WARNING LIGHTS(TYPE A) 204,700.000 SD 0.25000 51,175.000100 880(F) 8878 DRUMS 54,060.000 SD 0.25000 13,515.000101 880(K) 8908 SURVEILLANCE TRAFFIC CONTROL 540.000 SD 350.00000 189,000.000102 880(N) 0100 (SP) TEMPORARY TRAFFIC SIGNAL SPAN WIRE 1.000 LSUM 100,000.00000 100,000.00 EQUIPMENT0103 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 1,080.000 SD 12.00000 12,960.00

------------------------------------------ CATEGORY TOTAL $ 640,017.00



CATEGORY : 0302 TRAFFIC SIGNING AND STRIPING - STP-214B(042)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0104 804(A) 2915 STRUCTURAL CONCRETE 2.160 CY 500.00000 1,080.000105 850(A) 8110 SHEET ALUMINUM SIGNS 270.020 SF 20.00000 5,400.400106 851(B) 3216 2"@3.65 GALV.STEEL PIPE POST 569.500 LF 9.00000 5,125.500107 854(A) 8800 TRAFFIC STRIPE(PAINT)(4" WIDE) 1,286.000 LF 0.20000 257.200108 854(B) 8806 TRAFFIC STRIPE(PAINT)(WORDS) 6.000 EA 30.00000 180.000109 856(A) 8530 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) 16,550.000 LF 0.50000 8,275.000110 856(A) 8535 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) 9,525.000 LF 0.75000 7,143.750111 856(A) 8540 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) 350.000 LF 2.00000 700.000112 856(A) 8555 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) 475.000 LF 7.00000 3,325.000113 856(B) 8525 TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, 12.000 EA 175.00000 2,100.00 WORDS. ETC.)0114 856(B) 8860 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) 38.000 EA 160.00000 6,080.000115 858(A) 8938 PAVEMENT MARKERS CLASS C TYPE 2 344.000 EA 75.00000 25,800.00

------------------------------------------ CATEGORY TOTAL $ 65,466.85



CATEGORY : 0303 TRAFFIC LIGHTING - STP-214B(042)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0116 802(B) 8340 2" PVC SCH.40 PLASTIC CONDUIT BORED 700.000 LF 17.00000 11,900.000117 802(B) 8342 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED 17,660.000 LF 6.00000 105,960.000118 803(A) 8065 PULL BOX(SIZE I) 20.000 EA 375.00000 7,500.000119 804(A) 2915 STRUCTURAL CONCRETE 33.640 CY 500.00000 16,820.000120 804(B) 2916 REINFORCING STEEL 1,937.200 LB 1.60000 3,099.520121 806(D) 8987 15' MTG.HT.HL.PTP.(G.STL.) 8.000 EA 1,500.00000 12,000.000122 806(E) 0200 DECORATIVE POLE AND MAST ARM 50.000 EA 2,500.00000 125,000.000123 809(A) 8090 ROADWAY LUMINAIRE 50.000 EA 1,200.00000 60,000.000124 809(C) 8399 POST TOP LUMINAIRE 8.000 EA 4,000.00000 32,000.000125 811 8038 1/C NO.4 ELECTRICAL CONDUCTOR 18,360.000 LF 2.15000 39,474.000126 811 8046 1/C NO.12 ELECTRICAL CONDUCTOR 11,380.000 LF 0.85000 9,673.00

------------------------------------------ CATEGORY TOTAL $ 423,426.52



CATEGORY : 0305 TRAFFIC SIGNALS - STP-214B(042)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y031 TRAFFIC SIGNALSWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0127 802(B) 8346 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED 125.000 LF 11.00000 1,375.000128 802(B) 8348 4" PVC SCH.40 PLASTIC CONDUIT BORED 350.000 LF 25.00000 8,750.000129 802(B) 8350 4" PVC SCH.40 PLASTIC CONDUIT TRENCHED 300.000 LF 8.00000 2,400.000130 802(C) 8557 2" HIGH DENSITY PE PIPE - TRENCHED 205.000 LF 6.00000 1,230.000131 803(A) 8060 PULL BOX 2.000 EA 570.00000 1,140.000132 803(A) 8066 PULL BOX(SIZE II) 8.000 EA 410.00000 3,280.000133 804(A) 2915 STRUCTURAL CONCRETE 23.600 CY 500.00000 11,800.000134 804(B) 2916 REINFORCING STEEL 3,614.200 LB 1.60000 5,782.720135 805(A) 8726 (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT 1.000 LSUM 8,000.00000 8,000.000136 806(A) 8307 32'MH POLE 35'TS & 8'LMA(G.STL.) 1.000 EA 7,000.00000 7,000.000137 806(A) 8308 32'MH POLE 40'TS & 8'LMA(G.STL.) 2.000 EA 8,000.00000 16,000.000138 806(A) 8309 32'MH POLE 45'TS & 8'LMA(G.STL.) 4.000 EA 9,000.00000 36,000.000139 806(A) 8353 32'MH POLE,55'TS & 10'LMA(G.STL.) 1.000 EA 10,000.00000 10,000.000140 806(B) 8894 10' MTG.HT.TS PED.POLE(G.STL.) 3.000 EA 644.25213 1,932.760141 809(A) 8090 ROADWAY LUMINAIRE 8.000 EA 1,000.00000 8,000.000142 811 8044 1/C NO.10 ELECTRICAL CONDUCTOR 500.000 LF 85.00000 42,500.000143 818(A) 8710 (SP)FIBER OPTIC CABLE, 12 SMF 200.000 LF 3.40000 680.000144 818(B) 8743 (SP)FIBER OPTIC PATCH PANEL, 12 PORT 2.000 EA 1,300.00000 2,600.000145 818(C) 8735 (SP)FIBER OPTIC CABLE SPLICE 24.000 EA 90.00000 2,160.000146 818(D) 8740 (SP)FIBER OPTIC CABLE TERMINATION 24.000 EA 60.00000 1,440.000147 825 8550 TRAFFIC SIGNAL CONTROLLER ASSEMBLY 2.000 EA 40,000.00000 80,000.000148 828 8132 (PL)DETECTION SYSTEM (VIDEO) 1.000 LSUM 50,000.00000 50,000.000149 830 8000 PEDESTRIAN PUSH BUTTON 16.000 EA 1,100.00000 17,600.000150 831 8231 1WAY 3SEC. ADJ. SIG. HD. S-6 16.000 EA 575.00000 9,200.000151 831 8280 1WAY 4SEC. ADJ. SIG. HD.S-13 6.000 EA 850.00000 5,100.00



CATEGORY : 0305 TRAFFIC SIGNALS - STP-214B(042)AG-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0152 831 8295 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 16.000 EA 500.00000 8,000.000153 833 3030 BACKPLATE 22.000 EA 125.00000 2,750.000154 834(A) 8207 5/C TRAFFIC SIGNAL ELECTRICAL CABLE 2,470.000 LF 1.60000 3,952.000155 834(A) 8208 7/C TRAFFIC SIGNAL ELECTRICAL CABLE 1,190.000 LF 2.15000 2,558.500156 834(A) 8211 15/C TRAFFIC SIGNAL ELECTRICAL CABLE 1,475.000 LF 3.75000 5,531.250157 840(B) 8593 E.P.S. OPTICAL DETECTOR 2.000 EA 1,000.00000 2,000.000158 840(C) 8594 E.P.S. OPTICAL DETECTOR CABLE 500.000 LF 1.50000 750.000159 840(D) 8595 E.P.S. 2 CHANNEL PHASE SELECTOR 4.000 EA 2,398.11850 9,592.470160 850(C) 8118 MAST ARM MOUNTED SIGNS(ALUMINUM) 268.740 SF 50.00000 13,437.00

------------------------------------------ CATEGORY TOTAL $ 382,541.70

CATEGORY : 0400 AESTHETICS - STP-214B(042)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y102 FENCINGWORK CLASSIFICATION : 0800 CONSTRUCTION ENGINEERING (CONSULTANT) CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0161 610(C) 5824 DECORATIVE MEDIAN CONCRETE 47.000 SY 24.00000 1,128.000162 610(J) 4810 (PL) STAMPED CONCRETE FINISH 4,106.000 SY 32.00000 131,392.000163 616 5010 (PL) IRRIGATION SYSTEM 1.000 LSUM 67,881.00000 67,881.00

------------------------------------------ CATEGORY TOTAL $ 200,401.00



CATEGORY : 0600 STAKING - STP-214B(042)AG FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 40,000.00

CATEGORY : 0640 CONSTRUCTION - STP-214B(042)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : CONS CONSTRUCTION FOR CATEGORY #0640WORK CLASSIFICATION : 0640 CONSTRUCTION CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0165 220 2800 SWPPP DOCUMENTATION AND MANAGEMENT 1.000 LSUM 5,000.00000 5,000.000166 640(A) 1426 FIELD OFFICE 1.000 EA 10,000.00000 10,000.000167 641 1552 MOBILIZATION 1.000 LSUM 1,034,543.30000 1,034,543.30

------------------------------------------ CATEGORY TOTAL $ 1,049,543.30



CATEGORY : 0900 UTILITIES - NON-PARTICIPATING - STP-214B(042)AG FUNDING SOURCE(S) AND PARTICIPATION :

9009 OTHER NON-PARTICIPATION 100.00 %

CONSTRUCTION TYPE : Y060 UTILITY ADJUSTMENTWORK CLASSIFICATION : 0900 UTILITY F/A BY THIRD PARTY CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0168 230(A) 2806 SOLID SLAB SODDING 4,000.000 SY 1.50000 6,000.000169 303(A) 2100 AGGREGATE BASE TYPE A 1,217.000 CY 40.00000 48,680.000170 611(A) 2658 MANHOLE (5' DIAMETER) 7.000 EA 4,000.00000 28,000.000171 611(B) 2681 ADD'L.DEPTH IN MANHOLE (5' DIAMETER) 42.000 VF 275.00000 11,550.000172 613(Y) 0100 (PL)VIDEO INSPECTION OF CONDUIT 2,500.000 LF 3.00000 7,500.000173 615(A) 6120 8" POLYVINYL CHLORIDE (PVC) PIPE 750.000 LF 50.00000 37,500.000174 615(A) 6132 18" POLYVINYL CHLORIDE(PVC) (DR 25) PIPE 450.000 LF 135.00000 60,750.000175 616(B) 5223 6" POLYVINYL CHLORIDE (PVC) PIPE 786.000 LF 50.00000 39,300.000176 616(B) 5225 8" POLYVINYL CHLORIDE (PVC) PIPE 445.000 LF 60.00000 26,700.000177 616(B) 5229 12" POLYVINYL CHLORIDE (PVC) PIPE 66.000 LF 85.00000 5,610.000178 616(D) 1070 6" GATE VALVE 24.000 EA 3,000.00000 72,000.000179 616(D) 1080 8" GATE VALVE 11.000 EA 3,500.00000 38,500.000180 616(D) 1100 12" GATE VALVE 2.000 EA 8,000.00000 16,000.000181 616(G) 1195 FIRE HYDRANT AND ASSEMBLY 1.000 LSUM 54,000.00000 54,000.000182 616(I) 0150 14" STEEL CASING 20.000 LF 75.00000 1,500.000183 616(J) 0180 BORE AND JACK 20" CASING 80.000 LF 350.00000 28,000.000184 616(N) 0096 WET CONNECTION (8") 20.000 EA 1,000.00000 20,000.000185 616(N) 0098 WET CONNECTION (6") 40.000 EA 800.00000 32,000.000186 616(N) 0100 WET CONNECTION (12") 2.000 EA 1,500.00000 3,000.000187 616(O) 0200 6" 45 DEGREE FITTING 48.000 EA 600.00000 28,800.000188 616(O) 0250 6" 90 DEGREE FITTING 1.000 EA 1,250.00000 1,250.000189 616(O) 0400 8" 45 DEGREE FITTING 20.000 EA 1,045.00000 20,900.000190 616(O) 0530 12" 45 DEGREE FITTING 4.000 EA 1,420.00000 5,680.000191 616(T) 0400 6" X 6" CROSS 2.000 EA 950.00000 1,900.000192 616(T) 0570 8" X 8" X 6" TEE 6.000 EA 725.00000 4,350.00



CATEGORY : 0900 UTILITIES - NON-PARTICIPATING - STP-214B(042)AG-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0193 616(T) 0580 8" X 8" X 8" TEE 1.000 EA 775.00000 775.000194 616(T) 0600 12" X 12" X 6" TEE 1.000 EA 1,200.00000 1,200.000195 616(T) 2500 6" X 6" X 6" TEE 10.000 EA 650.00000 6,500.000196 616(V) 0100 HYDROSTATIC PRESSURE TESTING & DISINFECTION 1.000 LSUM 12,000.00000 12,000.000197 619(B) 4726 REMOVAL OF CURB AND GUTTER 500.000 LF 20.00000 10,000.000198 619(B) 4727 REMOVAL OF CONCRETE PAVEMENT 65.000 SY 120.00000 7,800.000199 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 216.000 SY 57.06000 12,324.960200 619(B) 4792 REMOVAL OF SIDEWALK 450.000 SY 30.00000 13,500.00

------------------------------------------ CATEGORY TOTAL $ 663,569.96




CATEGORY : 0100 ROADWAY - STP-214B(063)AG FUNDING SOURCE(S) AND PARTICIPATION :

0CTY CITY PARTICIPATION 20.00 % 0FED FEDERAL FUND PLACE HOLDER 80.00 %

CONSTRUCTION TYPE : F000 BIT. SURFACE TREATMENTWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 6,000.00000 6,000.000002 202(A) 0183 UNCLASSIFIED EXCAVATION 4,671.000 CY 5.00000 23,355.000003 202(D) 0184 UNCLASSIFIED BORROW 7,161.000 CY 6.50000 46,546.500004 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 4,000.00000 4,000.000005 221(C) 2801 TEMPORARY SILT FENCE 100.000 LF 1.50000 150.000006 221(F) 0100 TEMPORARY SILT DIKE 100.000 LF 7.50000 750.000007 221(H) 0450 (PL)TEMPORARY INLET SEDIMENT FILTER 30.000 EA 175.00000 5,250.000008 230(A) 2806 SOLID SLAB SODDING 3,669.000 SY 1.50000 5,503.500009 241 2832 MOWING 2.180 AC 75.00000 163.500010 307(A) 4200 FLY ASH 210.000 TON 65.00000 13,650.000011 307(E) 4240 CEMENTITIOUS STABILIZED SUBGRADE 3,862.000 SY 2.75000 10,620.500012 310(B) 0149 SUBGRADE, METHOD B 12,182.000 SY 2.25000 27,409.500013 317 4270 CEMENT TREATED BASE 12,182.000 SY 10.00000 121,820.000014 325 5271 SEPARATOR FABRIC 12,182.000 SY 1.20000 14,618.400015 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 600.000 TON 29.00000 17,400.000016 408 5774 PRIME COAT 1,352.000 GAL 6.00000 8,112.000017 414(B) 5725 DOWEL JOINTED P.C. CONCRETE 10,073.000 SY 15.00000 151,095.00 PAVEMENT(PLACEMENT )0018 414(G) 5275 P.C. CONCRETE FOR PAVEMENT 2,539.000 CY 120.00000 304,680.000019 509(A) 0319 CLASS AA CONCRETE 1,462.000 CY 700.00000 1,023,400.000020 509(C) 0322 CLASS A CONCRETE, SMALL STRUCTURES 4.000 CY 700.00000 2,800.000021 511(A) 0332 REINFORCING STEEL 39,617.000 LB 1.00000 39,617.000022 602(B) 5860 REVETMENT MATTRESSES 1,950.000 SY 100.00000 195,000.000023 609(A) 0288 CONCRETE CURB (6" MNTBLE-INTEGRAL) 864.000 LF 3.50000 3,024.00



CATEGORY : 0100 ROADWAY - STP-214B(063)AG-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0024 609(A) 0380 CONCRETE CURB (8" BARRIER-INTEGRAL) 4,124.000 LF 7.50000 30,930.000025 609(B) 1501 1'-8" COMB. CURB & GUTTER (6" MNTBLE) 986.000 LF 25.00000 24,650.000026 609(B) 1513 1'-8" COMB. CURB & GUTTER (6" BARRIER) 150.000 LF 30.00000 4,500.000027 610(A) 0602 4" CONCRETE SIDEWALK 2,043.000 SY 40.00000 81,720.000028 610(A) 0650 4" DECORATIVE CONCRETE SIDEWALK 209.000 SY 70.00000 14,630.000029 610(B) 0604 6" CONCRETE DRIVEWAY 2,361.000 SY 55.00000 129,855.000030 610(I) 4610 TACTILE WARNING DEVICE-NEW 100.000 SF 35.00000 3,500.000031 611(A) 2657 MANHOLE (4' DIAMETER) 9.000 EA 2,200.00000 19,800.000032 611(A) 2658 MANHOLE (5' DIAMETER) 8.000 EA 3,200.00000 25,600.000033 611(B) 2680 ADD'L.DEPTH IN MANHOLE (4' DIAMETER) 10.000 VF 175.00000 1,750.000034 611(B) 2681 ADD'L.DEPTH IN MANHOLE (5' DIAMETER) 23.000 VF 300.00000 6,900.000035 611(G) 4012 SPECIAL INLET DRAIN 2.000 EA 14,000.00000 28,000.000036 611(G) 5112 INLET CI DES. 2 (STD) 7.000 EA 3,200.00000 22,400.000037 611(G) 5113 INLET CI DES. 2 (B) 4.000 EA 4,200.00000 16,800.000038 611(G) 6000 INLET (SMD-TYPE 1) 5.000 EA 3,500.00000 17,500.000039 611(H) 5325 ADD'L DEPTH IN INLET CI DES. 2 24.000 VF 400.00000 9,600.000040 612(A) 0641 MANHOLES ADJUST TO GRADE 2.000 EA 600.00000 1,200.000041 612(E) 0647 VALVE BOXES ADJUST TO GRADE 10.000 EA 350.00000 3,500.000042 612(I) 0652 WATER METER RESET 10.000 EA 400.00000 4,000.000043 613(A) 0491 18" R.C.PIPE CLASS III 908.000 LF 245.00000 222,460.000044 613(A) 0492 24" R.C.PIPE CLASS III 414.000 LF 260.00000 107,640.000045 613(A) 0493 30" R.C.PIPE CLASS III 258.000 LF 290.00000 74,820.000046 613(H) 0450 6" PERFORATED PIPE UNDERDRAIN ROUND 350.000 LF 14.00000 4,900.000047 613(I) 1096 6" NON-PERF.PIPE UNDERDRAIN RND. 40.000 LF 13.00000 520.000048 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 7,000.00000 7,000.000049 619(B) 4726 REMOVAL OF CURB AND GUTTER 760.000 LF 6.00000 4,560.000050 619(B) 4727 REMOVAL OF CONCRETE PAVEMENT 1,355.000 SY 5.00000 6,775.000051 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 6,439.000 SY 3.50000 22,536.500052 619(B) 4766 REMOVAL OF CONCRETE DRIVEWAY 1,810.000 SY 10.00000 18,100.000053 619(B) 4792 REMOVAL OF SIDEWALK 1,187.000 SY 12.00000 14,244.000054 619(B) 5918 REMOVAL OF EXISTING PIPE 3,167.000 LF 12.50000 39,587.500055 619(B) 6068 REMOVAL OF EXISTING RETAINING WALL 50.000 LF 30.00000 1,500.00

------------------------------------------ CATEGORY TOTAL $ 2,996,442.90



CATEGORY : 0101 ADD ALTERNATE 1 - BIKE LANE - STP-214B(063)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : F000 BIT. SURFACE TREATMENTWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0056 404(I) 4930 (SP) HIGH FRICT. SURF. TREATMENT (GLASS) 5,545.000 SY 35.00000 194,075.00

------------------------------------------ CATEGORY TOTAL $ 194,075.00

CATEGORY : 0102 ADD ALTERNATE 2 - BENCHES AND BENCHES WITH LITTER FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y021 SAFETY REST AREAS & SCENIC OVERLOOKSWORK CLASSIFICATION : 1100 INDIRECT COSTS CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0057 632 0300 (PL) SITESCAPING 1.000 LSUM 153,192.00000 153,192.00

------------------------------------------ CATEGORY TOTAL $ 153,192.00



CATEGORY : 0103 ADD ALTERNATE 3 - BRIDGE TOWERS - STP-214B(063)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X921 HWY OVER MISC STR CONCRETE GIRDERWORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0058 530(A) 0100 (SP)DECORATIVE PYLONS 1.000 LSUM 111,708.00000 111,708.00

------------------------------------------ CATEGORY TOTAL $ 111,708.00

CATEGORY : 0104 ADD ALTERNATE 4 -BUS STOP SURROUNDING WALL- STP-214B(063)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : CENG CONSTRUCTION ENGINEERINGWORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0059 510(E) 0100 DECORATIVE WALL 130.000 LF 1,091.39000 141,880.70

------------------------------------------ CATEGORY TOTAL $ 141,880.70



CATEGORY : 0105 ADD ALTERNATE 5 - SIDEWALK AT BUS STOPS - STP-214B(063)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : F000 BIT. SURFACE TREATMENTWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0060 610(A) 0650 4" DECORATIVE CONCRETE SIDEWALK 86.000 SY 70.00000 6,020.00

------------------------------------------ CATEGORY TOTAL $ 6,020.00

CATEGORY : 0106 ADD ALTERNATE 6 - BUS STOP SHELTER - STP-214B(063)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : K000 ALL OTHERSWORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0061 632 0300 (PL) SITESCAPING 1.000 LSUM 40,000.00000 40,000.00

------------------------------------------ CATEGORY TOTAL $ 40,000.00



CATEGORY : 0200 BRIDGE 'A' NBI# 00525 - STP-214B(063)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X921 HWY OVER MISC STR CONCRETE GIRDERWORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0110 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0062 501(B) 1307 SUBSTRUCTURE EXCAVATION COMMON 1,010.000 CY 20.00000 20,200.000063 501(G) 6309 CLSM BACKFILL 657.000 CY 120.00000 78,840.000064 508 7150 (PL) PRECAST BRIDGE 1.000 EA 331,500.00000 331,500.000065 509(B) 1328 CLASS A CONCRETE 128.000 CY 600.00000 76,800.000066 510(D) 6341 MSE RETAINING WALL 301.600 SY 490.00000 147,784.000067 511(B) 6010 EPOXY COATED REINFORCING STEEL 20,000.000 LB 1.10000 22,000.000068 514(A) 6011 PILES, FURNISHED (HP 12X53) 2,054.000 LF 45.00000 92,430.000069 514(B) 6294 PILES, DRIVEN (HP 12X53) 2,054.000 LF 16.00000 32,864.000070 514(L) 6220 PILE SPLICE, H-PILE (NON-BIDDABLE) 1.000 EA 400.00000 400.000071 613(H) 6204 6" PERFORATED PIPE UNDERDRAIN ROUND 107.000 LF 32.00000 3,424.000072 624 4100 (PL) ORNAMENTAL FENCE 349.900 LF 130.00000 45,487.00

------------------------------------------ CATEGORY TOTAL $ 851,729.00



CATEGORY : 0201 RETAINING WALL - STP-214B(063)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y102 FENCINGWORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0073 501(B) 1307 SUBSTRUCTURE EXCAVATION COMMON 1,067.000 CY 25.00000 26,675.000074 501(G) 6309 CLSM BACKFILL 815.000 CY 150.00000 122,250.000075 506(A) 6005 STRUCTURAL STEEL A36 230.000 LB 10.00000 2,300.000076 509(A) 1326 CLASS AA CONCRETE 302.800 CY 425.00000 128,690.000077 511(A) 1332 REINFORCING STEEL 17,330.000 LB 1.00000 17,330.000078 511(B) 6010 EPOXY COATED REINFORCING STEEL 41,650.000 LB 1.10000 45,815.000079 514(A) 6011 PILES, FURNISHED (HP 12X53) 1,512.000 LF 45.00000 68,040.000080 514(B) 6294 PILES, DRIVEN (HP 12X53) 1,512.000 LF 16.00000 24,192.000081 514(L) 6220 PILE SPLICE, H-PILE (NON-BIDDABLE) 4.000 EA 400.00000 1,600.000082 613(H) 6204 6" PERFORATED PIPE UNDERDRAIN ROUND 160.000 LF 32.00000 5,120.000083 613(I) 6207 6" NON-PERF.PIPE UNDERDRAIN RND. 40.000 LF 20.00000 800.00

------------------------------------------ CATEGORY TOTAL $ 442,812.00



CATEGORY : 0302 TRAFFIC SIGNING AND STRIPING - STP-214B(063)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0084 804(A) 2915 STRUCTURAL CONCRETE 0.720 CY 500.00000 360.000085 850(A) 8110 SHEET ALUMINUM SIGNS 72.250 SF 20.00000 1,445.000086 851(B) 3216 2"@3.65 GALV.STEEL PIPE POST 169.500 LF 9.00000 1,525.500087 856(A) 8530 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) 5,550.000 LF 0.50000 2,775.000088 856(A) 8535 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) 4,650.000 LF 0.75000 3,487.500089 856(A) 8540 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) 175.000 LF 2.00000 350.000090 856(A) 8555 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) 150.000 LF 7.00000 1,050.000091 856(B) 8525 TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, 13.000 EA 175.00000 2,275.00 WORDS. ETC.)0092 856(B) 8860 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) 12.000 EA 212.83718 2,554.050093 858(A) 8938 PAVEMENT MARKERS CLASS C TYPE 2 168.000 EA 75.00000 12,600.00

------------------------------------------ CATEGORY TOTAL $ 28,422.05



CATEGORY : 0303 TRAFFIC LIGHTING - STP-214B(063)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0094 802(A) 8310 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED 240.000 LF 20.00000 4,800.000095 802(B) 8340 2" PVC SCH.40 PLASTIC CONDUIT BORED 400.000 LF 17.00000 6,800.000096 802(B) 8342 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED 9,000.000 LF 6.00000 54,000.000097 802(E) 8370 JUNCTION BOX(6" X 6" X 4") 4.000 EA 600.00000 2,400.000098 803(A) 8065 PULL BOX(SIZE I) 14.000 EA 375.00000 5,250.000099 804(A) 2915 STRUCTURAL CONCRETE 14.500 CY 500.00000 7,250.000100 804(B) 2916 REINFORCING STEEL 835.000 LB 1.60000 1,336.000101 806(D) 8987 15' MTG.HT.HL.PTP.(G.STL.) 4.000 EA 1,500.00000 6,000.000102 806(E) 0200 DECORATIVE POLE AND MAST ARM 21.000 EA 2,500.00000 52,500.000103 809(A) 8090 ROADWAY LUMINAIRE 21.000 EA 1,200.00000 25,200.000104 809(C) 8399 POST TOP LUMINAIRE 4.000 EA 4,000.00000 16,000.000105 811 8038 1/C NO.4 ELECTRICAL CONDUCTOR 9,640.000 LF 2.15000 20,726.000106 811 8046 1/C NO.12 ELECTRICAL CONDUCTOR 4,850.000 LF 0.85000 4,122.50

------------------------------------------ CATEGORY TOTAL $ 206,384.50



CATEGORY : 0305 TRAFFIC SIGNALS - STP-214B(063)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y031 TRAFFIC SIGNALSWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0107 802(B) 8346 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED 50.000 LF 11.00000 550.000108 802(B) 8348 4" PVC SCH.40 PLASTIC CONDUIT BORED 175.000 LF 25.00000 4,375.000109 802(B) 8350 4" PVC SCH.40 PLASTIC CONDUIT TRENCHED 150.000 LF 8.00000 1,200.000110 802(C) 8557 2" HIGH DENSITY PE PIPE - TRENCHED 50.000 LF 6.00000 300.000111 803(A) 8060 PULL BOX 1.000 EA 570.00000 570.000112 803(A) 8066 PULL BOX(SIZE II) 4.000 EA 410.00000 1,640.000113 804(A) 2915 STRUCTURAL CONCRETE 11.300 CY 500.00000 5,650.000114 804(B) 2916 REINFORCING STEEL 1,726.000 LB 1.60000 2,761.600115 805(A) 8726 (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT 1.000 LSUM 4,000.00000 4,000.000116 806(A) 8306 32'MH POLE 30'TS & 8'LMA(G.STL.) 1.000 EA 6,000.00000 6,000.000117 806(A) 8307 32'MH POLE 35'TS & 8'LMA(G.STL.) 1.000 EA 7,000.00000 7,000.000118 806(A) 8309 32'MH POLE 45'TS & 8'LMA(G.STL.) 2.000 EA 9,000.00000 18,000.000119 806(B) 8894 10' MTG.HT.TS PED.POLE(G.STL.) 1.000 EA 1,100.00000 1,100.000120 809(A) 8090 ROADWAY LUMINAIRE 4.000 EA 1,000.00000 4,000.000121 811 8044 1/C NO.10 ELECTRICAL CONDUCTOR 250.000 LF 85.00000 21,250.000122 818(A) 8710 (SP)FIBER OPTIC CABLE, 12 SMF 100.000 LF 3.40000 340.000123 818(B) 8743 (SP)FIBER OPTIC PATCH PANEL, 12 PORT 1.000 EA 1,300.00000 1,300.000124 818(C) 8735 (SP)FIBER OPTIC CABLE SPLICE 12.000 EA 90.00000 1,080.000125 818(D) 8740 (SP)FIBER OPTIC CABLE TERMINATION 12.000 EA 50.00000 600.000126 825 8550 TRAFFIC SIGNAL CONTROLLER ASSEMBLY 1.000 EA 40,000.00000 40,000.000127 828 8132 (PL)DETECTION SYSTEM (VIDEO) 1.000 LSUM 50,000.00000 50,000.000128 830 8000 PEDESTRIAN PUSH BUTTON 8.000 EA 1,100.00000 8,800.000129 831 8231 1WAY 3SEC. ADJ. SIG. HD. S-6 8.000 EA 575.00000 4,600.000130 831 8277 1WAY 5SEC. ADJ. SIG. HD. S-17 1.000 EA 1,025.00000 1,025.00



CATEGORY : 0305 TRAFFIC SIGNALS - STP-214B(063)AG-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0131 831 8280 1WAY 4SEC. ADJ. SIG. HD.S-13 4.000 EA 800.00000 3,200.000132 831 8295 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 8.000 EA 500.00000 4,000.000133 833 3030 BACKPLATE 13.000 EA 125.00000 1,625.000134 834(A) 8207 5/C TRAFFIC SIGNAL ELECTRICAL CABLE 1,570.000 LF 1.60000 2,512.000135 834(A) 8211 15/C TRAFFIC SIGNAL ELECTRICAL CABLE 710.000 LF 3.50000 2,485.000136 840(B) 8593 E.P.S. OPTICAL DETECTOR 1.000 EA 1,000.00000 1,000.000137 840(C) 8594 E.P.S. OPTICAL DETECTOR CABLE 250.000 LF 1.50000 375.000138 840(D) 8595 E.P.S. 2 CHANNEL PHASE SELECTOR 2.000 EA 2,500.00000 5,000.000139 850(C) 8118 MAST ARM MOUNTED SIGNS(ALUMINUM) 144.160 SF 50.00000 7,208.00

------------------------------------------ CATEGORY TOTAL $ 213,546.60

CATEGORY : 0400 AESTHETICS - STP-214B(063)AG FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : K000 ALL OTHERSWORK CLASSIFICATION : 1100 INDIRECT COSTS CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0140 504(F) 6006 HANDRAILING 232.000 LF 425.78000 98,780.960141 610(C) 5824 DECORATIVE MEDIAN CONCRETE 7.000 SY 24.00000 168.000142 610(J) 4810 (PL) STAMPED CONCRETE FINISH 1,295.000 SY 32.00000 41,440.000143 616 5010 (PL) IRRIGATION SYSTEM 1.000 LSUM 13,014.00000 13,014.00

------------------------------------------ CATEGORY TOTAL $ 153,402.96



CATEGORY : 0900 SANITARY SEWER - NON-PARTICIPATING - STP-214B(063)AG FUNDING SOURCE(S) AND PARTICIPATION :

0CTY CITY PARTICIPATION 100.00 %

CONSTRUCTION TYPE : Y060 UTILITY ADJUSTMENTWORK CLASSIFICATION : 0900 UTILITY F/A BY THIRD PARTY CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0144 611(A) 2658 MANHOLE (5' DIAMETER) 4.000 EA 3,200.00000 12,800.000145 613(W) 4500 24" JACKED CONDUIT 85.000 LF 400.00000 34,000.000146 613(W) 4504 36" JACKED CONDUIT 90.000 LF 700.00000 63,000.000147 615(A) 6135 36" POLYVINYL CHLORIDE (PVC) PIPE 142.000 LF 320.00000 45,440.000148 616(B) 5231 18" POLYVINYL CHLORIDE(PVC)PIPE 85.000 LF 250.00000 21,250.000149 616(I) 5270 24" STEEL CASING 85.000 LF 115.00000 9,775.000150 616(I) 5282 36" STEEL CASING 90.000 LF 210.00000 18,900.000151 619(B) 8660 PLUGGING ABANDONED SEWER 3.000 EA 375.00000 1,125.00

------------------------------------------ CATEGORY TOTAL $ 206,290.00





2929304 0100 ROADWAY - STP-214B(042)AG $ 15,940,374.50 6.00 $ 956,422.47 $ 16,896,796.97 0FED $ 16,896,796.97 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 16,896,796.97

2929304 0300 TRAFFIC CONTROL - STP-214B(042)AG $ 640,017.00 6.00 $ 38,401.02 $ 678,418.02 0FED $ 678,418.02 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 678,418.02

2929304 0302 TRAFFIC SIGNING AND STRIPING - STP-214B(042)AG $ 65,466.85 6.00 $ 3,928.01 $ 69,394.86 0FED $ 69,394.86 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0302 $ 69,394.86

2929304 0303 TRAFFIC LIGHTING - STP-214B(042)AG $ 423,426.52 6.00 $ 25,405.59 $ 448,832.11 0FED $ 448,832.11 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0303 $ 448,832.11

2929304 0305 TRAFFIC SIGNALS - STP-214B(042)AG $ 382,541.70 6.00 $ 22,952.50 $ 405,494.20 0FED $ 405,494.20 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0305 $ 405,494.20

2929304 0400 AESTHETICS - STP-214B(042)AG $ 200,401.00 6.00 $ 12,024.06 $ 212,425.06 0FED $ 212,425.06 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0400 $ 212,425.06

2929304 0600 STAKING - STP-214B(042)AG $ 40,000.00 0.00 $ 0.00 $ 40,000.00 0FED $ 40,000.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0600 $ 40,000.00



2929304 0640 CONSTRUCTION - STP-214B(042)AG $ 1,049,543.30 6.00 $ 62,972.60 $ 1,112,515.90 0FED $ 1,112,515.89 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0640 $ 1,112,515.89

2929304 0900 UTILITIES - NON-PARTICIPATING - STP-214B(042)AG $ 663,569.96 6.00 $ 39,814.20 $ 703,384.16 9009 $ 703,384.16 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0900 $ 703,384.16


3150704 0100 ROADWAY - STP-214B(063)AG $ 2,996,442.90 6.00 $ 179,786.57 $ 3,176,229.47 0CTY $ 635,245.89 0FED $ 2,540,983.58 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 3,176,229.47

3150704 0101 ADD ALTERNATE 1 - BIKE LANE - STP-214B(063)AG $ 194,075.00 6.00 $ 11,644.50 $ 205,719.50 0CTY $ 41,143.90 0FED $ 164,575.60 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0101 $ 205,719.50

3150704 0102 ADD ALTERNATE 2 - BENCHES AND BENCHES WITH LITTER $ 153,192.00 6.00 $ 9,191.52 $ 162,383.52 0CTY $ 32,476.70 0FED $ 129,906.82 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0102 $ 162,383.52

3150704 0103 ADD ALTERNATE 3 - BRIDGE TOWERS - STP-214B(063)AG $ 111,708.00 6.00 $ 6,702.48 $ 118,410.48 0CTY $ 23,682.10


April 06, 2016 PAGE NO. 3 ESTIMATE NUMBER: 160128------------------------------------------------------------------------------------------------------------------------------------ PROJECT CONSTRUCTION ENGINEERING TOTAL FUNDING FUNDING CONTROL NO. CATEGORY COST PERCENT AMOUNT AMOUNT SOURCE AMOUNT------------------------------------------------------------------------------------------------------------------------------------ 0FED $ 94,728.38 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0103 $ 118,410.48

3150704 0104 ADD ALTERNATE 4 -BUS STOP SURROUNDING WALL- STP-214B(063)AG $ 141,880.70 6.00 $ 8,512.84 $ 150,393.54 0CTY $ 30,078.71 0FED $ 120,314.83 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0104 $ 150,393.54

3150704 0105 ADD ALTERNATE 5 - SIDEWALK AT BUS STOPS - STP-214B(063)AG $ 6,020.00 6.00 $ 361.20 $ 6,381.20 0CTY $ 1,276.24 0FED $ 5,104.96 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0105 $ 6,381.20

3150704 0106 ADD ALTERNATE 6 - BUS STOP SHELTER - STP-214B(063)AG $ 40,000.00 6.00 $ 2,400.00 $ 42,400.00 0CTY $ 8,480.00 0FED $ 33,920.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0106 $ 42,400.00

3150704 0200 BRIDGE 'A' NBI# 00525 - STP-214B(063)AG $ 851,729.00 6.00 $ 51,103.74 $ 902,832.74 0CTY $ 180,566.55 0FED $ 722,266.19 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 902,832.74

3150704 0201 RETAINING WALL - STP-214B(063)AG $ 442,812.00 6.00 $ 26,568.72 $ 469,380.72 0CTY $ 93,876.14 0FED $ 375,504.58 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0201 $ 469,380.72



3150704 0302 TRAFFIC SIGNING AND STRIPING - STP-214B(063)AG $ 28,422.05 6.00 $ 1,705.32 $ 30,127.37 0CTY $ 6,025.47 0FED $ 24,101.90 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0302 $ 30,127.37

3150704 0303 TRAFFIC LIGHTING - STP-214B(063)AG $ 206,384.50 6.00 $ 12,383.07 $ 218,767.57 0CTY $ 43,753.51 0FED $ 175,014.06 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0303 $ 218,767.57

3150704 0305 TRAFFIC SIGNALS - STP-214B(063)AG $ 213,546.60 6.00 $ 12,812.80 $ 226,359.40 0CTY $ 45,271.87 0FED $ 181,087.51 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0305 $ 226,359.39

3150704 0400 AESTHETICS - STP-214B(063)AG $ 153,402.96 6.00 $ 9,204.18 $ 162,607.14 0CTY $ 32,521.42 0FED $ 130,085.70 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0400 $ 162,607.13

3150704 0900 SANITARY SEWER - NON-PARTICIPATING - STP-214B(063)AG $ 206,290.00 6.00 $ 12,377.40 $ 218,667.40 0CTY $ 218,667.40 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0900 $ 218,667.40


================================================================ ESTIMATE TOTAL $ 26,657,921.33



PROJECT CONTROL NUMBER : 2929304PROJECT NUMBER : STP-214B(042)AG------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


000 $ 18,741,770.87 $ 1,122,106.25 $ 19,863,877.12 $ 19,863,877.12 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 18,741,770.87 $ 1,122,106.25 $ 19,863,877.12 $ 19,863,877.12


000 $ 663,569.96 $ 39,814.20 $ 703,384.16 $ 703,384.16 ------------------------------------------------------------------ FUND CLASS 9009 TOTALS $ 663,569.96 $ 39,814.20 $ 703,384.16 $ 703,384.16 ================================================================== PROJECT TOTALS $ 19,405,340.83 $ 1,161,920.45 $ 20,567,261.28 $ 20,567,261.28



PROJECT CONTROL NUMBER : 3150704PROJECT NUMBER : STP-214B(063)AG------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


000 $ 5,745,905.71 $ 344,754.34 $ 6,090,660.05 $ 1,393,065.92 ------------------------------------------------------------------ FUND CLASS 0CTY TOTALS $ 5,745,905.71 $ 344,754.34 $ 6,090,660.05 $ 1,393,065.92





PROJECT CONTROL NUMBER : 2929304PROJECT NUMBER : STP-214B(042)AG------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY - STP-214B(042)AG $ 15,940,374.50 $ 956,422.47 $ 16,896,796.97 $ 16,896,796.970300 TRAFFIC CONTROL - STP-214B(042)AG $ 640,017.00 $ 38,401.02 $ 678,418.02 $ 678,418.020302 TRAFFIC SIGNING AND STRIPING - STP-214B(042)AG $ 65,466.85 $ 3,928.01 $ 69,394.86 $ 69,394.860303 TRAFFIC LIGHTING - STP-214B(042)AG $ 423,426.52 $ 25,405.59 $ 448,832.11 $ 448,832.110305 TRAFFIC SIGNALS - STP-214B(042)AG $ 382,541.70 $ 22,952.50 $ 405,494.20 $ 405,494.200400 AESTHETICS - STP-214B(042)AG $ 200,401.00 $ 12,024.06 $ 212,425.06 $ 212,425.060600 STAKING - STP-214B(042)AG $ 40,000.00 $ 0.00 $ 40,000.00 $ 40,000.000640 CONSTRUCTION - STP-214B(042)AG $ 1,049,543.30 $ 62,972.60 $ 1,112,515.90 $ 1,112,515.89 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 18,741,770.87 $ 1,122,106.25 $ 19,863,877.12 $ 19,863,877.12


0900 UTILITIES - NON-PARTICIPATING - STP-214B(042)AG $ 663,569.96 $ 39,814.20 $ 703,384.16 $ 703,384.16 ------------------------------------------------------------------ FUND CLASS 9009 TOTALS $ 663,569.96 $ 39,814.20 $ 703,384.16 $ 703,384.16 ================================================================== PROJECT TOTALS $ 19,405,340.83 $ 1,161,920.45 $ 20,567,261.28 $ 20,567,261.28



PROJECT CONTROL NUMBER : 3150704PROJECT NUMBER : STP-214B(063)AG------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY - STP-214B(063)AG $ 2,996,442.90 $ 179,786.57 $ 3,176,229.47 $ 635,245.890101 ADD ALTERNATE 1 - BIKE LANE - STP-214B(063)AG $ 194,075.00 $ 11,644.50 $ 205,719.50 $ 41,143.900102 ADD ALTERNATE 2 - BENCHES AND BENCHES WITH LITTER $ 153,192.00 $ 9,191.52 $ 162,383.52 $ 32,476.700103 ADD ALTERNATE 3 - BRIDGE TOWERS - STP-214B(063)AG $ 111,708.00 $ 6,702.48 $ 118,410.48 $ 23,682.100104 ADD ALTERNATE 4 -BUS STOP SURROUNDING WALL- STP-214B(063)AG $ 141,880.70 $ 8,512.84 $ 150,393.54 $ 30,078.710105 ADD ALTERNATE 5 - SIDEWALK AT BUS STOPS - STP-214B(063)AG $ 6,020.00 $ 361.20 $ 6,381.20 $ 1,276.240106 ADD ALTERNATE 6 - BUS STOP SHELTER - STP-214B(063)AG $ 40,000.00 $ 2,400.00 $ 42,400.00 $ 8,480.000200 BRIDGE 'A' NBI# 00525 - STP-214B(063)AG $ 851,729.00 $ 51,103.74 $ 902,832.74 $ 180,566.550201 RETAINING WALL - STP-214B(063)AG $ 442,812.00 $ 26,568.72 $ 469,380.72 $ 93,876.140302 TRAFFIC SIGNING AND STRIPING - STP-214B(063)AG $ 28,422.05 $ 1,705.32 $ 30,127.37 $ 6,025.470303 TRAFFIC LIGHTING - STP-214B(063)AG $ 206,384.50 $ 12,383.07 $ 218,767.57 $ 43,753.510305 TRAFFIC SIGNALS - STP-214B(063)AG $ 213,546.60 $ 12,812.80 $ 226,359.40 $ 45,271.870400 AESTHETICS - STP-214B(063)AG $ 153,402.96 $ 9,204.18 $ 162,607.14 $ 32,521.420900 SANITARY SEWER - NON-PARTICIPATING - STP-214B(063)AG $ 206,290.00 $ 12,377.40 $ 218,667.40 $ 218,667.40 ------------------------------------------------------------------ FUND CLASS 0CTY TOTALS $ 5,745,905.71 $ 344,754.34 $ 6,090,660.05 $ 1,393,065.92


0100 ROADWAY - STP-214B(063)AG $ 2,996,442.90 $ 179,786.57 $ 3,176,229.47 $ 2,540,983.580101 ADD ALTERNATE 1 - BIKE LANE - STP-214B(063)AG $ 194,075.00 $ 11,644.50 $ 205,719.50 $ 164,575.600102 ADD ALTERNATE 2 - BENCHES AND BENCHES WITH LITTER $ 153,192.00 $ 9,191.52 $ 162,383.52 $ 129,906.820103 ADD ALTERNATE 3 - BRIDGE TOWERS - STP-214B(063)AG $ 111,708.00 $ 6,702.48 $ 118,410.48 $ 94,728.380104 ADD ALTERNATE 4 -BUS STOP SURROUNDING WALL- STP-214B(063)AG $ 141,880.70 $ 8,512.84 $ 150,393.54 $ 120,314.830105 ADD ALTERNATE 5 - SIDEWALK AT BUS STOPS - STP-214B(063)AG $ 6,020.00 $ 361.20 $ 6,381.20 $ 5,104.960106 ADD ALTERNATE 6 - BUS STOP SHELTER - STP-214B(063)AG $ 40,000.00 $ 2,400.00 $ 42,400.00 $ 33,920.000200 BRIDGE 'A' NBI# 00525 - STP-214B(063)AG $ 851,729.00 $ 51,103.74 $ 902,832.74 $ 722,266.19



PROJECT CONTROL NUMBER : 3150704PROJECT NUMBER : STP-214B(063)AG------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------0201 RETAINING WALL - STP-214B(063)AG $ 442,812.00 $ 26,568.72 $ 469,380.72 $ 375,504.580302 TRAFFIC SIGNING AND STRIPING - STP-214B(063)AG $ 28,422.05 $ 1,705.32 $ 30,127.37 $ 24,101.900303 TRAFFIC LIGHTING - STP-214B(063)AG $ 206,384.50 $ 12,383.07 $ 218,767.57 $ 175,014.060305 TRAFFIC SIGNALS - STP-214B(063)AG $ 213,546.60 $ 12,812.80 $ 226,359.40 $ 181,087.510400 AESTHETICS - STP-214B(063)AG $ 153,402.96 $ 9,204.18 $ 162,607.14 $ 130,085.70 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 5,539,615.71 $ 332,376.94 $ 5,871,992.65 $ 4,697,594.13 ================================================================== PROJECT TOTALS $ 5,745,905.71 $ 344,754.34 $ 6,090,660.05 $ 6,090,660.05






PROJECT NUMBER : STP-124B(080)UR PROJECT NAME : GRADE, DRAIN, SURFACE, AND EROSION CONTR

GRADE, DRAIN, SURFACE, AND EROSION CONTROL


CITY STREET (WILLOW ROAD): FROM 0.1 MILES EAST OF OAKWOOD ROAD, EXTEND EAST IN ENID.


CITY STREET (WILLOW ROAD): FROM 0.1 MILES EAST OF OAKWOOD ROAD, EXTEND EAST IN ENID.


COUNTIES: GARFIELD GARFIELD ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160133 PROJECT NO.: STP-124B(080)UR------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


STP-124E(146)EH 2882304 B 39 639,282.26 38,356.94 677,639.20 0.00 135,527.84 ------------------------------------------------------------------------------- FUND CLASS 0CTY TOTALS 639,282.26 38,356.94 677,639.20 0.00 135,527.84


STP-124B(080)UR 2308704 B 39 4,222,758.09 252,645.49 4,475,403.58 0.00 4,475,403.58STP-124E(146)EH 2882304 B 39 679,990.35 40,799.43 720,789.78 0.00 585,261.94 ------------------------------------------------------------------------------- FUND CLASS 0FED TOTALS 4,902,748.44 293,444.92 5,196,193.36 0.00 5,060,665.52

=============================================================================== ESTIMATE TOTALS 4,902,748.44 293,444.92 5,196,193.36 0.00 5,196,193.35


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160133 PCN : 2308704 PROJECT NO. : STP-124B(080)UR CONTRACT ID : 160133-----------------------------------------------------------------------------------------------------------------------------------PCN : 2308704 GRADE, DRAIN, SURFACE, AND EROSION CONTROL

CATEGORY : 0100 ROADWAY - STP-124B(080)UR FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.8390 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 104 0300 CONSTRUCTION MISCELLANEOUS 755.000 LF 25.00000 18,875.000002 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 12,000.00000 12,000.000003 202(A) 0183 UNCLASSIFIED EXCAVATION 5,745.000 CY 8.50000 48,832.500004 202(D) 0184 UNCLASSIFIED BORROW 6,330.000 CY 10.00000 63,300.000005 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 20,000.00000 20,000.000006 221(C) 2801 TEMPORARY SILT FENCE 8,894.000 LF 1.50000 13,341.000007 221(D) 2803 TEMPORARY SEDIMENT FILTER 31.000 EA 150.00000 4,650.000008 221(E) 2804 TEMPORARY SEDIMENT BASIN 2.000 EA 500.00000 1,000.000009 221(F) 0100 TEMPORARY SILT DIKE 362.000 LF 8.75000 3,167.500010 230(A) 2806 SOLID SLAB SODDING 12,473.000 SY 1.90000 23,698.700011 230(F) 2812 WATERING 499.000 KGAL 7.00000 3,493.000012 232(A) 2813 SEEDING METHOD A 1.000 AC 600.00000 600.000013 234(A) 2824 FERTILIZING (10-20-10) 1.250 TON 750.00000 937.500014 234(A) 4409 FERTILIZING (18-46-0) 0.190 TON 1,225.00000 232.750015 307(A) 4200 FLY ASH 1,601.000 TON 65.00000 104,065.000016 307(E) 4240 CEMENTITIOUS STABILIZED SUBGRADE 28,139.000 SY 4.00000 112,556.000017 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 1,276.000 TON 35.00000 44,660.000018 408 5774 PRIME COAT 9,580.000 GAL 4.50000 43,110.000019 414(H) 0309 P.C. RAILROAD APPROACH SLABS 78.000 SY 70.00000 5,460.000020 501(A) 0313 STRUCTURAL EXCAVATION UNCLASSIFIED 46.000 CY 22.50000 1,035.000021 508 7100 PRECAST REINFORCED CONCRETE BOX 86.000 LF 425.00000 36,550.000022 509(B) 0321 CLASS A CONCRETE 180.000 CY 450.00000 81,000.000023 511(A) 0332 REINFORCING STEEL 30,554.000 LB 1.00000 30,554.000024 601(B) 0536 TYPE I-A PLAIN RIPRAP 9.000 TON 45.00000 405.000025 601(C) 0538 TYPE I-A FILTER BLANKET 3.000 TON 30.00000 90.00



CATEGORY : 0100 ROADWAY - STP-124B(080)UR-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0026 610(B) 0604 6" CONCRETE DRIVEWAY 45.000 SY 55.00000 2,475.000027 611(G) 4012 SPECIAL INLET DRAIN 4.000 EA 3,850.00000 15,400.000028 611(G) 5115 INLET CI DES. 2 (D) 2.000 EA 5,250.00000 10,500.000029 611(G) 5117 INLET CI DES. 2 (2B) 1.000 EA 5,500.00000 5,500.000030 611(G) 5120 INLET CI DES. 3 (STD) 1.000 EA 5,500.00000 5,500.000031 611(G) 5121 INLET CI DES. 3 (B) 1.000 EA 6,000.00000 6,000.000032 611(G) 5123 INLET CI DES. 3 (2B) 1.000 EA 7,500.00000 7,500.000033 611(G) 6000 INLET (SMD-TYPE 1) 2.000 EA 3,000.00000 6,000.000034 611(H) 5196 ADDITIONAL DEPTH IN INLET 14.390 VF 345.00000 4,964.550035 612(A) 0641 MANHOLES ADJUST TO GRADE 7.000 EA 800.00000 5,600.000036 613(A) 0491 18" R.C.PIPE CLASS III 1,299.000 LF 55.00000 71,445.000037 613(A) 0492 24" R.C.PIPE CLASS III 454.000 LF 65.00000 29,510.000038 613(A) 4495 22" X 13" R.C.PIPE ARCH CLASS A-III 55.000 LF 85.00000 4,675.000039 613(A) 4497 36" X 22" R.C.PIPE ARCH CLASS A-III 302.000 LF 125.00000 37,750.000040 613(A) 4498 43" X 26" R.C.PIPE ARCH CLASS A-III 154.000 LF 200.00000 30,800.000041 613(B) 0689 18" CORR. GALV. STEEL PIPE 244.000 LF 30.00000 7,320.000042 613(B) 4528 28" X 20" CORR. GALV. STEEL PIPE ARCH 44.000 LF 35.00000 1,540.000043 613(H) 0450 6" PERFORATED PIPE UNDERDRAIN ROUND 100.000 LF 20.00000 2,000.000044 613(I) 1096 6" NON-PERF.PIPE UNDERDRAIN RND. 50.000 LF 20.00000 1,000.000045 613(M) 7186 TYPE A4 CULVERT END TREATMENT 6.000 EA 1,050.00000 6,300.000046 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 15,000.00000 15,000.000047 619(B) 0291 REMOVAL OF HEADWALL 10.000 EA 900.00000 9,000.000048 619(B) 4725 REMOVAL OF FENCE 2,729.000 LF 1.25000 3,411.250049 619(B) 4727 REMOVAL OF CONCRETE PAVEMENT 890.000 SY 8.00000 7,120.000050 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 14,743.000 SY 4.00000 58,972.000051 619(B) 4791 REMOVAL OF CURB 721.000 LF 8.00000 5,768.000052 619(B) 4792 REMOVAL OF SIDEWALK 97.000 SY 10.00000 970.000053 619(B) 5918 REMOVAL OF EXISTING PIPE 261.000 LF 10.00000 2,610.000054 619(B) 7220 REMOVAL OF WATER LINE 850.000 LF 8.00000 6,800.000055 619(C) 0924 SAWING PAVEMENT 5,322.000 LF 3.00000 15,966.000056 624(C) 4458 FENCE-STYLE SWF (4 BARBED WIRE) 267.000 LF 6.50000 1,735.500057 629(A) 4958 MAILBOX INSTALLATION-SINGLE 1.000 EA 100.00000 100.000058 629(C) 4960 MAILBOX 1.000 EA 75.00000 75.00



CATEGORY : 0100 ROADWAY - STP-124B(080)UR-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0059 629(D) 4961 REMOVAL OF MAILBOX INSTALLATION 1.000 EA 25.00000 25.00

------------------------------------------ CATEGORY TOTAL $ 1,062,945.25

CATEGORY : 0101 ALT 1 P.C. PAVEMENT OPTION - STP-124B(080)UR FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0060 414(B) 5725 DOWEL JOINTED P.C. CONCRETE 26,475.000 SY 16.50000 436,837.50 PAVEMENT(PLACEMENT )0061 414(C) 4425 CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) 671.000 SY 30.00000 20,130.000062 414(G) 5275 P.C. CONCRETE FOR PAVEMENT 7,519.000 CY 125.00000 939,875.000063 609(A) 0380 CONCRETE CURB (8" BARRIER-INTEGRAL) 8,356.000 LF 8.00000 66,848.00

------------------------------------------ CATEGORY TOTAL $ 1,463,690.50



CATEGORY : 0102 ALT 2 ASPHALT OPTION - STP-124B(080)UR FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0064 326(A) 0100 GEOTEXTILE REINFORCEMENT 700.000 SY 3.00000 2,100.000065 407(B) 0250 TACK COAT 5,247.000 GAL 3.40000 17,839.800066 411(B) 5935 SUPERPAVE, TYPE S3(PG 76-28 OK) 3,936.000 TON 80.00000 314,880.000067 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 8,212.000 TON 75.00000 615,900.000068 411(C) 5950 SUPERPAVE, TYPE S4(PG 76-28 OK) 2,624.000 TON 85.00000 223,040.000069 414(B) 5725 DOWEL JOINTED P.C. CONCRETE 1,737.000 SY 16.50000 28,660.50 PAVEMENT(PLACEMENT )0070 414(C) 4425 CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) 671.000 SY 30.00000 20,130.000071 414(G) 5275 P.C. CONCRETE FOR PAVEMENT 669.000 CY 125.00000 83,625.000072 609(A) 0380 CONCRETE CURB (8" BARRIER-INTEGRAL) 1,057.000 LF 8.00000 8,456.000073 609(B) 1514 1'-8" COMB. CURB & GUTTER (8" BARRIER) 7,822.000 LF 18.50000 144,707.00

------------------------------------------ CATEGORY TOTAL $ 1,459,338.30



CATEGORY : 0300 TRAFFIC - STP-124B(080)UR FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0074 104 0955 (SP) RAILROAD FLAGGING(NON-BIDDABLE) 60.000 DAY 475.00000 28,500.000075 857(A) 8839 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) 500.000 LF 0.15000 75.000076 857(C) 8851 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) 4,100.000 LF 0.80000 3,280.000077 857(E) 8887 (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX 1,000.000 EA 0.58000 580.00 TAB)TYPE 2-10078 857(F) 8006 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) 100.000 LF 0.20000 20.000079 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 15,000.000 SD 0.30000 4,500.000080 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 8,100.000 SD 0.60000 4,860.000081 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 3,000.000 SD 1.60000 4,800.000082 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 12,300.000 SD 0.90000 11,070.000083 880(C) 8848 WING BARRICADES 1,200.000 SD 1.05000 1,260.000084 880(E) 8860 WARNING LIGHTS(TYPE A) 27,300.000 SD 0.20000 5,460.000085 880(F) 8878 DRUMS 15,000.000 SD 0.20000 3,000.000086 880(G) 8890 CHANNELIZER CONES 3,600.000 SD 0.25000 900.000087 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 628.000 SD 13.55000 8,509.40

------------------------------------------ CATEGORY TOTAL $ 76,814.40



CATEGORY : 0301 SIGNING AND STRIPING - STP-124B(080)UR FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y002 TRAFFIC SIGNSWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0088 805(A) 8722 (PL)REMOVAL OF EXISTING SIGNS 1.000 LSUM 1,536.36000 1,536.360089 850(A) 8110 SHEET ALUMINUM SIGNS 70.800 SF 17.54000 1,241.830090 851(C) 8324 2" SQUARE TUBE POST 202.500 LF 8.52000 1,725.300091 855(A) 8812 TRAFFIC STRIPE(PLASTIC)(4" WIDE) 10,805.000 LF 0.70000 7,563.500092 855(A) 8825 TRAFFIC STRIPE(PLASTIC)(24" WIDE) 297.000 LF 3.61000 1,072.170093 855(B) 8824 TRAFFIC STRIPE(PLASTIC)(SYMBOLS) 4.000 EA 178.87000 715.48

------------------------------------------ CATEGORY TOTAL $ 13,854.64

CATEGORY : 0600 STAKING - STP-124B(080)UR FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 12,000.00



CATEGORY : 0640 CONSTRUCTION - STP-124B(080)UR FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : CONS CONSTRUCTION FOR CATEGORY #0640WORK CLASSIFICATION : 0640 CONSTRUCTION CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0095 220 2800 SWPPP DOCUMENTATION AND MANAGEMENT 1.000 LSUM 4,000.00000 4,000.000096 641 1552 MOBILIZATION 1.000 LSUM 130,115.00000 130,115.00

------------------------------------------ CATEGORY TOTAL $ 134,115.00



April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160133 PCN : 2882304 PROJECT NO. : STP-124E(146)EH CONTRACT ID : 160133-----------------------------------------------------------------------------------------------------------------------------------PCN : 2882304 GRADE, DRAIN, SURFACE, AND EROSION CONTROL

CATEGORY : 0100 ROADWAY - STP-124E(146)EH FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 3,000.00000 3,000.000002 202(A) 0183 UNCLASSIFIED EXCAVATION 691.000 CY 8.50000 5,873.500003 202(D) 0184 UNCLASSIFIED BORROW 4,426.000 CY 10.00000 44,260.000004 229 4318 DITCH LINER PROTECTION 1,388.000 LF 1.52000 2,109.760005 509(B) 0321 CLASS A CONCRETE 233.000 CY 450.00000 104,850.000006 509(D) 0325 CLASS C CONCRETE 95.000 CY 325.00000 30,875.000007 511(A) 0332 REINFORCING STEEL 20,689.000 LB 1.00000 20,689.000008 610(A) 0602 4" CONCRETE SIDEWALK 6,195.000 SY 45.00000 278,775.000009 610(I) 4610 TACTILE WARNING DEVICE-NEW 320.000 SF 30.00000 9,600.000010 611(G) 4012 SPECIAL INLET DRAIN 3.000 EA 3,850.00000 11,550.000011 611(G) 5115 INLET CI DES. 2 (D) 1.000 EA 5,250.00000 5,250.000012 611(G) 5120 INLET CI DES. 3 (STD) 5.000 EA 5,500.00000 27,500.000013 611(G) 5121 INLET CI DES. 3 (B) 2.000 EA 6,000.00000 12,000.000014 622(A) 4743 1 1/2" PIPE RAILING 1,106.000 LF 75.00000 82,950.00

------------------------------------------ CATEGORY TOTAL $ 639,282.26


April 06, 2016 PAGE NO. 2-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160133 PCN : 2882304 PROJECT NO. : STP-124E(146)EH CONTRACT ID : 160133-----------------------------------------------------------------------------------------------------------------------------------PCN : 2882304 GRADE, DRAIN, SURFACE, AND EROSION CONTROL

CATEGORY : 0301 SIGNING AND STRIPING - STP-124E(146)EH FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y002 TRAFFIC SIGNSWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0015 631(A) 0200 (SP)STATIONARY BOLLARD 2.000 EA 750.00000 1,500.000016 829(A) 8200 (PL) PEDESTRIAN / CYCLIST COUNTER 2.000 EA 17,000.00000 34,000.000017 850(A) 8110 SHEET ALUMINUM SIGNS 24.000 SF 20.04000 480.960018 851(C) 8324 2" SQUARE TUBE POST 48.000 LF 9.65000 463.200019 855(A) 8812 TRAFFIC STRIPE(PLASTIC)(4" WIDE) 1,120.000 LF 1.38000 1,545.600020 855(A) 8825 TRAFFIC STRIPE(PLASTIC)(24" WIDE) 753.000 LF 3.61000 2,718.33

------------------------------------------ CATEGORY TOTAL $ 40,708.09





2308704 0100 ROADWAY - STP-124B(080)UR $ 1,062,945.25 6.00 $ 63,776.72 $ 1,126,721.97 0FED $ 1,126,721.96 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 1,126,721.96

2308704 0101 ALT 1 P.C. PAVEMENT OPTION - STP-124B(080)UR $ 1,463,690.50 6.00 $ 87,821.43 $ 1,551,511.93 0FED $ 1,551,511.93 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0101 $ 1,551,511.93

2308704 0102 ALT 2 ASPHALT OPTION - STP-124B(080)UR $ 1,459,338.30 6.00 $ 87,560.30 $ 1,546,898.60 0FED $ 1,546,898.59 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0102 $ 1,546,898.59

2308704 0300 TRAFFIC - STP-124B(080)UR $ 76,814.40 6.00 $ 4,608.86 $ 81,423.26 0FED $ 81,423.26 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 81,423.26

2308704 0301 SIGNING AND STRIPING - STP-124B(080)UR $ 13,854.64 6.00 $ 831.28 $ 14,685.92 0FED $ 14,685.91 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0301 $ 14,685.91

2308704 0600 STAKING - STP-124B(080)UR $ 12,000.00 0.00 $ 0.00 $ 12,000.00 0FED $ 12,000.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0600 $ 12,000.00

2308704 0640 CONSTRUCTION - STP-124B(080)UR $ 134,115.00 6.00 $ 8,046.90 $ 142,161.90 0FED $ 142,161.90 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0640 $ 142,161.90




2882304 0100 ROADWAY - STP-124E(146)EH $ 639,282.26 6.00 $ 38,356.94 $ 677,639.20 0CTY $ 135,527.83 0FED $ 542,111.35 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 677,639.19

2882304 0301 SIGNING AND STRIPING - STP-124E(146)EH $ 40,708.09 6.00 $ 2,442.49 $ 43,150.58 0FED $ 43,150.58 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0301 $ 43,150.58

TOTAL FOR PROJECT 2882304 $ 720,789.78

================================================================ ESTIMATE TOTAL $ 5,196,193.35



PROJECT CONTROL NUMBER : 2308704PROJECT NUMBER : STP-124B(080)UR------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------





PROJECT CONTROL NUMBER : 2882304PROJECT NUMBER : STP-124E(146)EH------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


000 $ 639,282.26 $ 38,356.94 $ 677,639.20 $ 135,527.83 ------------------------------------------------------------------ FUND CLASS 0CTY TOTALS $ 639,282.26 $ 38,356.94 $ 677,639.20 $ 135,527.84


000 $ 679,990.35 $ 40,799.43 $ 720,789.78 $ 585,261.93 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 679,990.35 $ 40,799.43 $ 720,789.78 $ 585,261.94 ================================================================== PROJECT TOTALS $ 679,990.35 $ 40,799.43 $ 720,789.78 $ 720,789.78



PROJECT CONTROL NUMBER : 2308704PROJECT NUMBER : STP-124B(080)UR------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY - STP-124B(080)UR $ 1,062,945.25 $ 63,776.72 $ 1,126,721.97 $ 1,126,721.960101 ALT 1 P.C. PAVEMENT OPTION - STP-124B(080)UR $ 1,463,690.50 $ 87,821.43 $ 1,551,511.93 $ 1,551,511.930102 ALT 2 ASPHALT OPTION - STP-124B(080)UR $ 1,459,338.30 $ 87,560.30 $ 1,546,898.60 $ 1,546,898.590300 TRAFFIC - STP-124B(080)UR $ 76,814.40 $ 4,608.86 $ 81,423.26 $ 81,423.260301 SIGNING AND STRIPING - STP-124B(080)UR $ 13,854.64 $ 831.28 $ 14,685.92 $ 14,685.910600 STAKING - STP-124B(080)UR $ 12,000.00 $ 0.00 $ 12,000.00 $ 12,000.000640 CONSTRUCTION - STP-124B(080)UR $ 134,115.00 $ 8,046.90 $ 142,161.90 $ 142,161.90 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 4,222,758.09 $ 252,645.49 $ 4,475,403.58 $ 4,475,403.57 ================================================================== PROJECT TOTALS $ 4,222,758.09 $ 252,645.49 $ 4,475,403.58 $ 4,475,403.58



PROJECT CONTROL NUMBER : 2882304PROJECT NUMBER : STP-124E(146)EH------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY - STP-124E(146)EH $ 639,282.26 $ 38,356.94 $ 677,639.20 $ 135,527.83 ------------------------------------------------------------------ FUND CLASS 0CTY TOTALS $ 639,282.26 $ 38,356.94 $ 677,639.20 $ 135,527.83


0100 ROADWAY - STP-124E(146)EH $ 639,282.26 $ 38,356.94 $ 677,639.20 $ 542,111.350301 SIGNING AND STRIPING - STP-124E(146)EH $ 40,708.09 $ 2,442.49 $ 43,150.58 $ 43,150.58 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 679,990.35 $ 40,799.43 $ 720,789.78 $ 585,261.93 ================================================================== PROJECT TOTALS $ 679,990.35 $ 40,799.43 $ 720,789.78 $ 720,789.78






PROJECT NUMBER : SBR-244N(048)SB PROJECT NAME : BRIDGE REHABILITATION

BRIDGE REHABILITATION


I-35: OVER SH-74, 2.1 MILES NORTH OF SH-39 IN PURCELL.

BRIDGE REDECKING & REHABILITATION

COUNTIES: MCCLAIN ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160143 PROJECT NO.: SBR-244N(048)SB------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------

FUND CLASS 0SBR STATE BRIDGE REHABILITATION

SBR-244N(048)SB 3137804 B 15 2,120,161.90 0.00 2,120,161.90 0.00 2,120,161.90 ------------------------------------------------------------------------------- FUND CLASS 0SBR TOTALS 2,120,161.90 0.00 2,120,161.90 0.00 2,120,161.90

=============================================================================== ESTIMATE TOTALS 2,120,161.90 0.00 2,120,161.90 0.00 2,120,161.90


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160143 PCN : 3137804 PROJECT NO. : SBR-244N(048)SB CONTRACT ID : 160143-----------------------------------------------------------------------------------------------------------------------------------PCN : 3137804 BRIDGE REHABILITATION


0SBR STATE BRIDGE REHABILITATION 100.00 %

CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.0700 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 202(A) 0183 UNCLASSIFIED EXCAVATION 1,250.000 CY 10.00000 12,500.000002 202(D) 0184 UNCLASSIFIED BORROW 1,038.000 CY 16.25000 16,867.500003 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 7,420.00000 7,420.000004 221(C) 2801 TEMPORARY SILT FENCE 500.000 LF 2.00000 1,000.000005 221(D) 2803 TEMPORARY SEDIMENT FILTER 2.000 EA 245.00000 490.000006 230(A) 2806 SOLID SLAB SODDING 3,906.000 SY 2.80000 10,936.800007 307(K) 4300 STABILIZED SUBGRADE 3,556.000 SY 7.60000 27,025.600008 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 280.000 TON 40.00000 11,200.000009 407(B) 0250 TACK COAT 1,030.000 GAL 4.00000 4,120.000010 408 5774 PRIME COAT 1,246.000 GAL 5.80000 7,226.800011 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 1,534.000 TON 92.00000 141,128.000012 411(C) 5955 SUPERPAVE, TYPE S4(PG 70-28 OK) 520.000 TON 100.00000 52,000.000013 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) 852.000 TON 96.00000 81,792.000014 412 5267 COLD MILLING PAVEMENT 2,856.000 SY 5.00000 14,280.000015 413(A) 4861 RUMBLE STRIP-METHOD HMA-CON 1,240.000 LF 2.30000 2,852.000016 613(B) 0689 18" CORR. GALV. STEEL PIPE 1,040.000 LF 28.50000 29,640.000017 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 3,556.000 SY 5.00000 17,780.000018 623(I) 8700 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") 4.000 EA 2,200.00000 8,800.000019 625(D) 1254 REMOVE AND RECONSTRUCT GUARDRAIL 600.000 LF 9.92000 5,952.00

------------------------------------------ CATEGORY TOTAL $ 453,010.70



CATEGORY : 0200 BRIDGE A FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X021 HWY OVER WTRWAY CONCRETE GIRDERWORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0100 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0020 501(F) 6352 GRANULAR BACKFILL 50.000 CY 52.00000 2,600.000021 501(G) 6309 CLSM BACKFILL 10.000 CY 250.00000 2,500.000022 504(A) 1304 APPROACH SLAB 273.400 SY 210.00000 57,414.000023 504(B) 1305 SAW-CUT GROOVING 710.000 SY 6.00000 4,260.000024 504(C) 6250 SEALED EXPANSION JOINT 39.000 LF 260.00000 10,140.000025 504(E) 6190 42" F-SHAPED PARAPET 336.000 LF 90.00000 30,240.000026 506(A) 1322 STRUCTURAL STEEL 65,170.000 LB 2.40000 156,408.000027 507(A) 6172 WEATHERING STEEL FIXED BEARING ASSEMBLY 10.000 EA 800.00000 8,000.000028 507(B) 6176 WEATHERING STEEL EXPANSION BEARING ASSEMBLY 20.000 EA 850.00000 17,000.000029 509(A) 1326 CLASS AA CONCRETE 114.600 CY 700.00000 80,220.000030 509(B) 1328 CLASS A CONCRETE 12.400 CY 1,100.00000 13,640.000031 510(C) 6137 SLOPE WALL (4") 131.000 SY 75.00000 9,825.000032 511(B) 6010 EPOXY COATED REINFORCING STEEL 32,930.000 LB 1.15000 37,869.500033 515(A) 6013 WATER REPELLENT (VISUALLY INSPECTED) 436.000 SY 4.50000 1,962.000034 521(A) 6210 PNEUMATICALLY PLACED MORTAR 20.000 SY 650.00000 13,000.000035 523(A) 6550 SEALER CRACK PREPARATION 38.000 LF 5.30000 201.400036 523(B) 6560 SEALER RESIN 1.000 GAL 155.00000 155.000037 619(B) 2510 REMOVAL OF BRIDGE ITEM (TYPE A) 1.000 LSUM 15,000.00000 15,000.000038 619(B) 2520 REMOVAL OF BRIDGE ITEM (TYPE B) 1.000 LSUM 15,000.00000 15,000.000039 619(B) 2530 REMOVAL OF BRIDGE ITEM (TYPE C) 1.000 LSUM 25,000.00000 25,000.000040 619(B) 2540 REMOVAL OF BRIDGE ITEM (TYPE D) 1.000 LSUM 5,000.00000 5,000.00

------------------------------------------ CATEGORY TOTAL $ 505,434.90



CATEGORY : 0201 BRIDGE B FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X021 HWY OVER WTRWAY CONCRETE GIRDERWORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0100 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0041 501(F) 6352 GRANULAR BACKFILL 10.000 CY 52.00000 520.000042 501(G) 6309 CLSM BACKFILL 5.000 CY 250.00000 1,250.000043 504(A) 1304 APPROACH SLAB 273.400 SY 210.00000 57,414.000044 504(B) 1305 SAW-CUT GROOVING 710.000 SY 6.00000 4,260.000045 504(C) 6250 SEALED EXPANSION JOINT 39.000 LF 260.00000 10,140.000046 504(E) 6190 42" F-SHAPED PARAPET 336.000 LF 90.00000 30,240.000047 506(A) 1322 STRUCTURAL STEEL 65,170.000 LB 2.40000 156,408.000048 507(A) 6172 WEATHERING STEEL FIXED BEARING ASSEMBLY 10.000 EA 800.00000 8,000.000049 507(B) 6176 WEATHERING STEEL EXPANSION BEARING ASSEMBLY 20.000 EA 850.00000 17,000.000050 509(A) 1326 CLASS AA CONCRETE 114.600 CY 700.00000 80,220.000051 509(B) 1328 CLASS A CONCRETE 12.400 CY 1,100.00000 13,640.000052 510(C) 6137 SLOPE WALL (4") 131.000 SY 75.00000 9,825.000053 511(B) 6010 EPOXY COATED REINFORCING STEEL 32,930.000 LB 1.15000 37,869.500054 515(A) 6013 WATER REPELLENT (VISUALLY INSPECTED) 436.000 SY 4.50000 1,962.000055 521(A) 6210 PNEUMATICALLY PLACED MORTAR 20.000 SY 650.00000 13,000.000056 523(A) 6550 SEALER CRACK PREPARATION 38.000 LF 5.30000 201.400057 523(B) 6560 SEALER RESIN 1.000 GAL 155.00000 155.000058 619(B) 2510 REMOVAL OF BRIDGE ITEM (TYPE A) 1.000 LSUM 15,000.00000 15,000.000059 619(B) 2520 REMOVAL OF BRIDGE ITEM (TYPE B) 1.000 LSUM 15,000.00000 15,000.000060 619(B) 2530 REMOVAL OF BRIDGE ITEM (TYPE C) 1.000 LSUM 25,000.00000 25,000.000061 619(B) 2540 REMOVAL OF BRIDGE ITEM (TYPE D) 1.000 LSUM 5,000.00000 5,000.00

------------------------------------------ CATEGORY TOTAL $ 502,104.90



CATEGORY : 0300 TEMPORARY TRAFFIC FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0062 628(C) 5110 END ANCHORS 2.000 EA 3,500.00000 7,000.000063 857(A) 8839 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) 2,200.000 LF 0.25000 550.000064 857(C) 8851 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) 11,500.000 LF 0.89000 10,235.000065 857(E) 8887 (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX 2,000.000 EA 0.90000 1,800.00 TAB)TYPE 2-10066 857(F) 8006 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) 14,500.000 LF 0.25000 3,625.000067 876(A) 8482 (PL)TRUCK MOUNTED ATTENUATOR 60.000 SD 36.00000 2,160.000068 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER 2,131.000 LF 28.00000 59,668.000069 877(C) 8486 RELOCATION OF PORTABLE LONGITUDINAL BARRIER 2,092.000 LF 3.85000 8,054.200070 878(B) 8487 MODULAR GLARE SCREEN (TEMPORARY) 115,680.000 SD 0.15000 17,352.000071 880(A) 8812 ARROW DISPLAY(TYPE C) 540.000 SD 7.50000 4,050.000072 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 7,530.000 SD 0.52000 3,915.600073 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 8,460.000 SD 0.75000 6,345.000074 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 6,000.000 SD 1.20000 7,200.000075 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 3,480.000 SD 1.10000 3,828.000076 880(C) 8848 WING BARRICADES 1,080.000 SD 1.20000 1,296.000077 880(E) 8860 WARNING LIGHTS(TYPE A) 11,340.000 SD 0.60000 6,804.000078 880(E) 8900 (PL) CONSTRUCTION ZONE SEQUENTIAL LIGHTING 1.000 LSUM 12,500.00000 12,500.00 SYSTEM0079 880(F) 8878 DRUMS 30,030.000 SD 0.22000 6,606.600080 880(G) 8890 CHANNELIZER CONES 46,500.000 SD 0.27000 12,555.000081 880(I) 8902 FLAGGER 30.000 SD 180.00000 5,400.000082 880(L) 8911 TRAFFIC SURVEILLANCE, POLICE 1,200.000 HOUR 65.00000 78,000.000083 882 8370 (SP)SMART WORK ZONE SYSTEM-PORTABLE 2,220.000 SD 15.00000 33,300.00 CHANGEABLE MESSAGE SIGN



CATEGORY : 0300 TEMPORARY TRAFFIC-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0084 882 8372 (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC 1,920.000 SD 14.00000 26,880.00 SENSOR (PTS)0085 882 8374 (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM 240.000 SD 40.00000 9,600.00 CAMERA (PTZC)0086 882 8376 (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM 240.000 SD 15.00000 3,600.000087 882 8378 (PL)SMART WORK ZONE SYSTEM SETUP 1.000 EA 160,000.00000 160,000.000088 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 570.000 SD 15.00000 8,550.00

------------------------------------------ CATEGORY TOTAL $ 500,874.40

CATEGORY : 0301 PERMANENT TRAFFIC FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0089 628 5180 INSTALLATION OF CABLE BARRIER SYSTEM 1,400.000 LF 16.00000 22,400.000090 805(D) 8756 (PL)REMOVE & RESET EXISTING SIGNS 2.000 EA 175.00000 350.000091 855(A) 8813 TRAFFIC STRIPE(PLASTIC)(6" WIDE) 2,300.000 LF 1.10000 2,530.00

------------------------------------------ CATEGORY TOTAL $ 25,280.00






------------------------------------------ CATEGORY TOTAL $ 7,500.00




------------------------------------------ CATEGORY TOTAL $ 125,957.00





3137804 0100 ROADWAY $ 453,010.70 0.00 $ 0.00 $ 453,010.70 0SBR $ 453,010.70 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 453,010.70

3137804 0200 BRIDGE A $ 505,434.90 0.00 $ 0.00 $ 505,434.90 0SBR $ 505,434.90 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 505,434.90

3137804 0201 BRIDGE B $ 502,104.90 0.00 $ 0.00 $ 502,104.90 0SBR $ 502,104.90 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0201 $ 502,104.90

3137804 0300 TEMPORARY TRAFFIC $ 500,874.40 0.00 $ 0.00 $ 500,874.40 0SBR $ 500,874.40 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 500,874.40

3137804 0301 PERMANENT TRAFFIC $ 25,280.00 0.00 $ 0.00 $ 25,280.00 0SBR $ 25,280.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0301 $ 25,280.00

3137804 0600 STAKING $ 7,500.00 0.00 $ 0.00 $ 7,500.00 0SBR $ 7,500.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0600 $ 7,500.00

3137804 0640 CONSTRUCTION $ 125,957.00 0.00 $ 0.00 $ 125,957.00 0SBR $ 125,957.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0640 $ 125,957.00


================================================================ ESTIMATE TOTAL $ 2,120,161.90



PROJECT CONTROL NUMBER : 3137804PROJECT NUMBER : SBR-244N(048)SB------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


000 $ 2,120,161.90 $ 0.00 $ 2,120,161.90 $ 2,120,161.90 ------------------------------------------------------------------ FUND CLASS 0SBR TOTALS $ 2,120,161.90 $ 0.00 $ 2,120,161.90 $ 2,120,161.90 ================================================================== PROJECT TOTALS $ 2,120,161.90 $ 0.00 $ 2,120,161.90 $ 2,120,161.90



PROJECT CONTROL NUMBER : 3137804PROJECT NUMBER : SBR-244N(048)SB------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY $ 453,010.70 $ 0.00 $ 453,010.70 $ 453,010.700200 BRIDGE A $ 505,434.90 $ 0.00 $ 505,434.90 $ 505,434.900201 BRIDGE B $ 502,104.90 $ 0.00 $ 502,104.90 $ 502,104.900300 TEMPORARY TRAFFIC $ 500,874.40 $ 0.00 $ 500,874.40 $ 500,874.400301 PERMANENT TRAFFIC $ 25,280.00 $ 0.00 $ 25,280.00 $ 25,280.000600 STAKING $ 7,500.00 $ 0.00 $ 7,500.00 $ 7,500.000640 CONSTRUCTION $ 125,957.00 $ 0.00 $ 125,957.00 $ 125,957.00 ------------------------------------------------------------------ FUND CLASS 0SBR TOTALS $ 2,120,161.90 $ 0.00 $ 2,120,161.90 $ 2,120,161.90 ================================================================== PROJECT TOTALS $ 2,120,161.90 $ 0.00 $ 2,120,161.90 $ 2,120,161.90






PROJECT NUMBER : STP-255C(343)AG PROJECT NAME : GRADE, DRAIN, SURFACE, AND TRAFFIC SIGNA

GRADE, DRAIN, SURFACE, AND TRAFFIC SIGNAL


CITY STREET (COVELL ROAD): AT THE INTERSECTION OF SOONER ROAD IN THE CITY OF EDMOND.


COUNTIES: OKLAHOMA ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160147 PROJECT NO.: STP-255C(343)AG------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


STP-255C(343)AG 3027704 B 39 10,473,259.89 623,895.60 11,097,155.49 0.00 6,244,369.39 ------------------------------------------------------------------------------- FUND CLASS 0FED TOTALS 10,473,259.89 623,895.60 11,097,155.49 0.00 6,244,369.39


STP-255C(343)AG 3027704 B 39 10,473,259.89 623,895.60 11,097,155.49 0.00 4,852,786.11 ------------------------------------------------------------------------------- FUND CLASS 0SSP TOTALS 10,473,259.89 623,895.60 11,097,155.49 0.00 4,852,786.11

=============================================================================== ESTIMATE TOTALS 10,473,259.89 623,895.60 11,097,155.49 0.00 11,097,155.49


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160147 PCN : 3027704 PROJECT NO. : STP-255C(343)AG CONTRACT ID : 160147-----------------------------------------------------------------------------------------------------------------------------------PCN : 3027704 GRADE, DRAIN, SURFACE, AND TRAFFIC SIGNAL



CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 1.0320 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 25,000.00000 25,000.000002 202(A) 0183 UNCLASSIFIED EXCAVATION 60,287.000 CY 6.00000 361,722.000003 202(D) 0184 UNCLASSIFIED BORROW 9,818.000 CY 8.00000 78,544.000004 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 46,000.00000 46,000.000005 221(C) 2801 TEMPORARY SILT FENCE 11,468.000 LF 2.00000 22,936.000006 221(D) 2803 TEMPORARY SEDIMENT FILTER 53.000 EA 200.00000 10,600.000007 221(E) 2804 TEMPORARY SEDIMENT BASIN 7.000 EA 475.00000 3,325.000008 221(F) 0100 TEMPORARY SILT DIKE 147.000 LF 8.25000 1,212.750009 221(G) 0150 TEMPORARY ROCK FILTER DAM TYPE 1 31.000 CY 154.00000 4,774.000010 230(A) 2806 SOLID SLAB SODDING 49,147.000 SY 1.85000 90,921.950011 233(A) 2817 VEGETATIVE MULCHING 11.000 AC 435.00000 4,785.000012 241 2832 MOWING 22.000 AC 75.00000 1,650.000013 307(E) 4240 CEMENTITIOUS STABILIZED SUBGRADE 56,162.000 SY 2.90000 162,869.800014 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 2,192.000 TON 29.90000 65,540.800015 407(B) 0250 TACK COAT 2,857.000 GAL 3.00000 8,571.000016 411(B) 5940 SUPERPAVE, TYPE S3(PG 70-28 OK) 329.000 TON 95.00000 31,255.000017 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 12,437.000 TON 82.00000 1,019,834.000018 411(C) 5955 SUPERPAVE, TYPE S4(PG 70-28 OK) 1,643.000 TON 100.00000 164,300.000019 414(B) 5725 DOWEL JOINTED P.C. CONCRETE 47,807.000 SY 14.25000 681,249.75 PAVEMENT(PLACEMENT )0020 414(G) 5275 P.C. CONCRETE FOR PAVEMENT 13,280.000 CY 105.70000 1,403,696.000021 501(A) 0313 STRUCTURAL EXCAVATION UNCLASSIFIED 313.000 CY 12.00000 3,756.000022 509(A) 0319 CLASS AA CONCRETE 821.000 CY 320.00000 262,720.000023 509(C) 0322 CLASS A CONCRETE, SMALL STRUCTURES 37.000 CY 450.00000 16,650.00



CATEGORY : 0100 ROADWAY-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0024 511(A) 0332 REINFORCING STEEL 150,050.000 LB 0.98000 147,049.000025 514(J) 6390 TEMPORARY SHEET PILING 1.000 LSUM 120,000.00000 120,000.000026 601(B) 0536 TYPE I-A PLAIN RIPRAP 86.000 TON 70.00000 6,020.000027 601(C) 0538 TYPE I-A FILTER BLANKET 28.000 TON 38.00000 1,064.000028 609(A) 0380 CONCRETE CURB (8" BARRIER-INTEGRAL) 17,005.000 LF 4.60000 78,223.000029 609(B) 1526 2'-8" COMB. CURB & GUTTER (8" BARRIER) 277.000 LF 30.00000 8,310.000030 610(A) 0602 4" CONCRETE SIDEWALK 11,180.000 SY 60.00000 670,800.000031 610(B) 0604 6" CONCRETE DRIVEWAY 1,957.000 SY 65.00000 127,205.000032 610(C) 0609 6" CONCRETE DIVIDING STRIP 3,566.000 SY 48.00000 171,168.000033 610(I) 4610 TACTILE WARNING DEVICE-NEW 840.000 SF 28.00000 23,520.000034 611(A) 2657 MANHOLE (4' DIAMETER) 2.000 EA 2,265.00000 4,530.000035 611(A) 2658 MANHOLE (5' DIAMETER) 4.000 EA 4,050.00000 16,200.000036 611(G) 5112 INLET CI DES. 2 (STD) 3.000 EA 4,200.00000 12,600.000037 611(G) 5113 INLET CI DES. 2 (B) 5.000 EA 5,000.00000 25,000.000038 611(G) 5115 INLET CI DES. 2 (D) 2.000 EA 5,890.00000 11,780.000039 611(G) 5117 INLET CI DES. 2 (2B) 1.000 EA 6,000.00000 6,000.000040 611(G) 5120 INLET CI DES. 3 (STD) 10.000 EA 6,100.00000 61,000.000041 611(G) 5121 INLET CI DES. 3 (B) 14.000 EA 6,550.00000 91,700.000042 611(G) 5122 INLET CI DES. 3 (D) 8.000 EA 7,325.00000 58,600.000043 611(G) 5123 INLET CI DES. 3 (2B) 3.000 EA 7,400.00000 22,200.000044 611(G) 5330 INLET GPI TYPE 1 (DES. 4) 2.000 EA 2,700.00000 5,400.000045 611(G) 5337 INLET GPI TYPE 2 (DES. 11) 2.000 EA 4,000.00000 8,000.000046 611(G) 6000 INLET (SMD-TYPE 1) 2.000 EA 2,500.00000 5,000.000047 611(L) 0487 JUNCTION BOXES 2,001.000 CF 60.00000 120,060.000048 613(A) 0491 18" R.C.PIPE CLASS III 2,418.000 LF 88.00000 212,784.000049 613(A) 0492 24" R.C.PIPE CLASS III 966.000 LF 105.00000 101,430.000050 613(A) 0493 30" R.C.PIPE CLASS III 536.000 LF 122.90000 65,874.400051 613(A) 0494 36" R.C.PIPE CLASS III 74.000 LF 154.40000 11,425.600052 613(A) 0495 42" R.C.PIPE CLASS III 14.000 LF 176.00000 2,464.000053 613(A) 0496 48" R.C.PIPE CLASS III 1,196.000 LF 210.90000 252,236.400054 613(A) 4498 43" X 26" R.C.PIPE ARCH CLASS A-III 558.000 LF 238.25000 132,943.500055 613(A) 4499 51" X 31" R.C.PIPE ARCH CLASS A-III 290.000 LF 245.00000 71,050.000056 613(A) 4500 58" X 36" R.C.PIPE ARCH CLASS A-III 174.000 LF 253.00000 44,022.00



CATEGORY : 0100 ROADWAY-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0057 613(A) 4501 65" X 40" R.C.PIPE ARCH CLASS A-III 40.000 LF 312.00000 12,480.000058 613(B) 0689 18" CORR. GALV. STEEL PIPE 208.000 LF 66.85000 13,904.800059 613(B) 0690 24" CORR. GALV. STEEL PIPE 22.000 LF 74.00000 1,628.000060 613(B) 0691 30" CORR. GALV. STEEL PIPE 92.000 LF 77.50000 7,130.000061 613(B) 0692 36" CORR. GALV. STEEL PIPE 40.000 LF 91.00000 3,640.000062 613(H) 0450 6" PERFORATED PIPE UNDERDRAIN ROUND 388.000 LF 29.00000 11,252.000063 613(I) 1096 6" NON-PERF.PIPE UNDERDRAIN RND. 130.000 LF 15.00000 1,950.000064 613(Q) 5946 OUTLET LATERAL HEADWALL 1.000 EA 545.00000 545.000065 613(U) 1100 PIPE UNDERDRAIN COVER MAT'L. 52.000 CY 50.00000 2,600.000066 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 20,000.00000 20,000.000067 619(B) 4726 REMOVAL OF CURB AND GUTTER 1,288.000 LF 4.65000 5,989.200068 619(B) 4727 REMOVAL OF CONCRETE PAVEMENT 8,240.000 SY 5.00000 41,200.000069 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 26,883.000 SY 3.00000 80,649.000070 619(C) 0924 SAWING PAVEMENT 3,866.000 LF 3.00000 11,598.000071 629(B) 4959 MAILBOX INSTALLATION-MULTIPLE 1.000 EA 180.00000 180.000072 629(C) 4960 MAILBOX 2.000 EA 35.00000 70.000073 629(D) 4961 REMOVAL OF MAILBOX INSTALLATION 1.000 EA 25.00000 25.00

------------------------------------------ CATEGORY TOTAL $ 7,382,412.95



CATEGORY : 0101 RETAINING WALL FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : K000 ALL OTHERSWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0074 510(A) 6333 RETAINING WALL 539.100 SY 1,210.00000 652,311.00

------------------------------------------ CATEGORY TOTAL $ 652,311.00

CATEGORY : 0300 TRAFFIC SIGNAL FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y031 TRAFFIC SIGNALSWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0075 802(A) 8316 3" GALV. STEEL ELECTRICAL CONDUIT EXPOSED 305.000 LF 27.70000 8,448.500076 802(B) 8332 1" PVC SCH.40 PLASTIC CONDUIT BORED 315.000 LF 7.50000 2,362.500077 802(B) 8336 1 1/2" PVC SCH.40 PLASTIC CONDUIT BORED 250.000 LF 10.00000 2,500.000078 802(B) 8338 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED 2,560.000 LF 3.83000 9,804.80



CATEGORY : 0300 TRAFFIC SIGNAL-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0079 802(B) 8342 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED 790.000 LF 4.20000 3,318.000080 802(B) 8344 3" PVC SCH.40 PLASTIC CONDUIT BORED 1,140.000 LF 18.00000 20,520.000081 802(B) 8346 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED 300.000 LF 10.50000 3,150.000082 802(B) 8570 (PL)LIQUID TIGHT FLEXIBLE CONDUIT 50.000 LF 5.11000 255.500083 802(C) 8553 3" HIGH DENSITY PE PIPE - BORED 1,045.000 LF 21.00000 21,945.000084 802(C) 8558 3" HIGH DENSITY PE PIPE - TRENCHED 3,535.000 LF 12.00000 42,420.000085 803(A) 8065 PULL BOX(SIZE I) 21.000 EA 313.00000 6,573.000086 803(A) 8066 PULL BOX(SIZE II) 3.000 EA 392.50000 1,177.500087 803(B) 8085 GROUND BOX (GB36) 19.000 EA 2,500.00000 47,500.000088 804(A) 2915 STRUCTURAL CONCRETE 39.100 CY 493.90000 19,311.490089 804(B) 2916 REINFORCING STEEL 5,688.800 LB 1.70000 9,670.960090 806(A) 8306 32'MH POLE 30'TS & 8'LMA(G.STL.) 1.000 EA 7,600.00000 7,600.000091 806(A) 8307 32'MH POLE 35'TS & 8'LMA(G.STL.) 2.000 EA 8,400.00000 16,800.000092 806(A) 8308 32'MH POLE 40'TS & 8'LMA(G.STL.) 3.000 EA 9,400.00000 28,200.000093 806(A) 8310 32'MH POLE 50'TS & 8'LMA(G.STL.) 3.000 EA 11,400.00000 34,200.000094 806(A) 8353 32'MH POLE,55'TS & 10'LMA(G.STL.) 1.000 EA 12,200.00000 12,200.000095 806(A) 8734 POLE & 45' TS MST.ARM(G.STL.) 1.000 EA 8,400.00000 8,400.000096 806(A) 8736 POLE & 50' TS MST.ARM(G.STL.) 1.000 EA 8,600.00000 8,600.000097 806(B) 8894 10' MTG.HT.TS PED.POLE(G.STL.) 12.000 EA 717.00000 8,604.000098 809(A) 8090 ROADWAY LUMINAIRE 10.000 EA 998.30000 9,983.000099 810(A) 3118 SERVICE POLE 3.000 EA 2,306.63000 6,919.890100 811 8040 1/C NO.6 ELECTRICAL CONDUCTOR 600.000 LF 2.26000 1,356.000101 811 8044 1/C NO.10 ELECTRICAL CONDUCTOR 6,650.000 LF 1.10000 7,315.000102 825 8550 TRAFFIC SIGNAL CONTROLLER ASSEMBLY 3.000 EA 22,729.50000 68,188.500103 828(A) 8142 VEHICLE LOOP DETECTOR 48.000 EA 150.00000 7,200.000104 828(B) 8136 LOOP DETECTOR WIRE 18,350.000 LF 3.82000 70,097.000105 830 8000 PEDESTRIAN PUSH BUTTON 20.000 EA 1,094.80000 21,896.000106 831 8231 1WAY 3SEC. ADJ. SIG. HD. S-6 26.000 EA 539.20000 14,019.200107 831 8252 1WAY 3SEC. ADJ. SIG. HD. S-9 7.000 EA 628.60000 4,400.200108 831 8280 1WAY 4SEC. ADJ. SIG. HD.S-13 7.000 EA 782.20000 5,475.400109 831 8286 1WAY 5SEC. ADJ. SIG. HD. S-19 6.000 EA 903.90000 5,423.400110 831 8295 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 20.000 EA 491.20000 9,824.000111 833 3030 BACKPLATE 46.000 EA 90.70000 4,172.20



CATEGORY : 0300 TRAFFIC SIGNAL-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0112 834(A) 8207 5/C TRAFFIC SIGNAL ELECTRICAL CABLE 9,345.000 LF 1.10000 10,279.500113 834(A) 8208 7/C TRAFFIC SIGNAL ELECTRICAL CABLE 2,625.000 LF 2.40000 6,300.000114 834(A) 8213 21/C TRAFFIC SIGNAL ELECTRICAL CABLE 3,205.000 LF 4.50000 14,422.500115 834(B) 8220 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE 16,390.000 LF 0.80000 13,112.000116 840(B) 8593 E.P.S. OPTICAL DETECTOR 8.000 EA 433.85000 3,470.800117 840(C) 8594 E.P.S. OPTICAL DETECTOR CABLE 2,530.000 LF 1.07000 2,707.100118 840(D) 8595 E.P.S. 2 CHANNEL PHASE SELECTOR 4.000 EA 2,800.00000 11,200.000119 850(C) 8118 MAST ARM MOUNTED SIGNS(ALUMINUM) 265.000 SF 36.30000 9,619.50

------------------------------------------ CATEGORY TOTAL $ 630,942.44

CATEGORY : 0301 SIGNING AND STRIPING FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y002 TRAFFIC SIGNSWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0120 804(A) 2915 STRUCTURAL CONCRETE 3.830 CY 493.90000 1,891.640121 804(B) 2916 REINFORCING STEEL 352.000 LB 1.70000 598.400122 850(A) 8110 SHEET ALUMINUM SIGNS 232.350 SF 25.20000 5,855.220123 851(B) 3216 2"@3.65 GALV.STEEL PIPE POST 210.000 LF 9.30000 1,953.000124 851(B) 3217 2 1/2"@5.79 GALV.STEEL PIPE POST 104.000 LF 13.21000 1,373.840125 851(B) 3218 3"@7.58 GALV.STEEL PIPE POST 83.000 LF 15.34000 1,273.22



CATEGORY : 0301 SIGNING AND STRIPING-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0126 856(A) 8530 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) 24,515.000 LF 0.50000 12,257.500127 856(A) 8540 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) 1,528.000 LF 2.00000 3,056.000128 856(A) 8555 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) 2,082.000 LF 6.80000 14,157.600129 856(B) 8860 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) 104.000 EA 167.50000 17,420.000130 856(B) 8870 TRAFFIC STRIPE(MULTI-POLY.)(SYMBOLS) 5.000 EA 117.91000 589.550131 880(C) 8845 BARRICADES(TYPE III) 6.000 EA 1,000.00000 6,000.00

------------------------------------------ CATEGORY TOTAL $ 66,425.97

CATEGORY : 0302 LIGHTING FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y030 HIGHWAY LIGHTINGWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0132 802(B) 8340 2" PVC SCH.40 PLASTIC CONDUIT BORED 1,865.000 LF 13.70000 25,550.500133 802(B) 8342 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED 10,570.000 LF 4.20000 44,394.000134 803(A) 8065 PULL BOX(SIZE I) 12.000 EA 313.00000 3,756.000135 804(A) 2915 STRUCTURAL CONCRETE 41.180 CY 493.90000 20,338.800136 804(B) 2916 REINFORCING STEEL 2,371.400 LB 1.70000 4,031.380137 806(C) 8270 30' MTG & HLMA (SPECIAL) 71.000 EA 4,700.00000 333,700.000138 807 8092 BREAKAWAY BASE (DES. B) 71.000 EA 466.30000 33,107.300139 809(A) 8090 ROADWAY LUMINAIRE 71.000 EA 998.30000 70,879.30



CATEGORY : 0302 LIGHTING-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0140 810(A) 3118 SERVICE POLE 1.000 EA 2,306.63000 2,306.630141 811 8038 1/C NO.4 ELECTRICAL CONDUCTOR 26,125.000 LF 2.60000 67,925.000142 811 8046 1/C NO.12 ELECTRICAL CONDUCTOR 7,100.000 LF 0.90000 6,390.00

------------------------------------------ CATEGORY TOTAL $ 612,378.91



CONSTRUCTION TYPE : Y002 TRAFFIC SIGNSWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0143 857(A) 8839 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) 42,480.000 LF 0.10000 4,248.000144 857(C) 8851 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) 158,860.000 LF 0.80000 127,088.000145 857(E) 8887 (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX 63,544.000 EA 0.80000 50,835.20 TAB)TYPE 2-10146 857(F) 8006 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) 25,000.000 LF 0.20000 5,000.000147 871(B) 8705 (SP)CONST.ZONE IMPACT ATTEN. 571.000 SD 5.32000 3,037.720148 871(C) 8707 RELOCATION OF CONSTRUCTION ZONE QUADGUARD 11.000 EA 4,000.00000 44,000.00 IMPACT ATTENUATOR0149 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER 6,175.000 LF 20.45000 126,278.750150 877(C) 8486 RELOCATION OF PORTABLE LONGITUDINAL BARRIER 16,587.500 LF 3.50000 58,056.250151 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 9,600.000 SD 0.20000 1,920.00



CATEGORY : 0303 TRAFFIC CONTROL-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0152 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 18,347.000 SD 0.40000 7,338.800153 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 6,200.000 SD 0.60000 3,720.000154 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 17,811.000 SD 0.30000 5,343.300155 880(C) 8848 WING BARRICADES 2,480.000 SD 0.70000 1,736.000156 880(E) 8860 WARNING LIGHTS(TYPE A) 41,822.000 SD 0.10000 4,182.200157 880(F) 8878 DRUMS 13,825.000 SD 0.20000 2,765.000158 880(G) 8890 CHANNELIZER CONES 28,472.000 SD 0.20000 5,694.400159 880(K) 8908 SURVEILLANCE TRAFFIC CONTROL 310.000 SD 389.90000 120,869.000160 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 1,240.000 SD 2.40000 2,976.00

------------------------------------------ CATEGORY TOTAL $ 575,088.62




------------------------------------------ CATEGORY TOTAL $ 75,000.00






------------------------------------------ CATEGORY TOTAL $ 478,700.00





3027704 0100 ROADWAY $ 7,382,412.95 6.00 $ 442,944.78 $ 7,825,357.73 0FED $ 4,403,328.78 0SSP $ 3,422,028.93 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 7,825,357.72

3027704 0101 RETAINING WALL $ 652,311.00 6.00 $ 39,138.66 $ 691,449.66 0FED $ 389,078.72 0SSP $ 302,370.94 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0101 $ 691,449.66

3027704 0300 TRAFFIC SIGNAL $ 630,942.44 6.00 $ 37,856.55 $ 668,798.99 0FED $ 376,333.18 0SSP $ 292,465.79 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 668,798.98

3027704 0301 SIGNING AND STRIPING $ 66,425.97 6.00 $ 3,985.56 $ 70,411.53 0FED $ 39,620.56 0SSP $ 30,790.95 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0301 $ 70,411.52

3027704 0302 LIGHTING $ 612,378.91 6.00 $ 36,742.73 $ 649,121.64 0FED $ 365,260.75 0SSP $ 283,860.89 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0302 $ 649,121.64




3027704 0600 STAKING $ 75,000.00 0.00 $ 0.00 $ 75,000.00 0FED $ 42,202.50 0SSP $ 32,797.50 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0600 $ 75,000.00



================================================================ ESTIMATE TOTAL $ 11,097,155.49



PROJECT CONTROL NUMBER : 3027704PROJECT NUMBER : STP-255C(343)AG------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


000 $ 10,473,259.89 $ 623,895.60 $ 11,097,155.49 $ 6,244,369.38 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 10,473,259.89 $ 623,895.60 $ 11,097,155.49 $ 6,244,369.39


000 $ 10,473,259.89 $ 623,895.60 $ 11,097,155.49 $ 4,852,786.09 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 10,473,259.89 $ 623,895.60 $ 11,097,155.49 $ 4,852,786.11 ================================================================== PROJECT TOTALS $ 10,473,259.89 $ 623,895.60 $ 11,097,155.49 $ 11,097,155.49



PROJECT CONTROL NUMBER : 3027704PROJECT NUMBER : STP-255C(343)AG------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY $ 7,382,412.95 $ 442,944.78 $ 7,825,357.73 $ 4,403,328.780101 RETAINING WALL $ 652,311.00 $ 39,138.66 $ 691,449.66 $ 389,078.720300 TRAFFIC SIGNAL $ 630,942.44 $ 37,856.55 $ 668,798.99 $ 376,333.180301 SIGNING AND STRIPING $ 66,425.97 $ 3,985.56 $ 70,411.53 $ 39,620.560302 LIGHTING $ 612,378.91 $ 36,742.73 $ 649,121.64 $ 365,260.750303 TRAFFIC CONTROL $ 575,088.62 $ 34,505.32 $ 609,593.94 $ 343,018.500600 STAKING $ 75,000.00 $ 0.00 $ 75,000.00 $ 42,202.500640 CONSTRUCTION $ 478,700.00 $ 28,722.00 $ 507,422.00 $ 285,526.36 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 10,473,259.89 $ 623,895.60 $ 11,097,155.49 $ 6,244,369.38


0100 ROADWAY $ 7,382,412.95 $ 442,944.78 $ 7,825,357.73 $ 3,422,028.930101 RETAINING WALL $ 652,311.00 $ 39,138.66 $ 691,449.66 $ 302,370.940300 TRAFFIC SIGNAL $ 630,942.44 $ 37,856.55 $ 668,798.99 $ 292,465.790301 SIGNING AND STRIPING $ 66,425.97 $ 3,985.56 $ 70,411.53 $ 30,790.950302 LIGHTING $ 612,378.91 $ 36,742.73 $ 649,121.64 $ 283,860.890303 TRAFFIC CONTROL $ 575,088.62 $ 34,505.32 $ 609,593.94 $ 266,575.420600 STAKING $ 75,000.00 $ 0.00 $ 75,000.00 $ 32,797.500640 CONSTRUCTION $ 478,700.00 $ 28,722.00 $ 507,422.00 $ 221,895.64 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 10,473,259.89 $ 623,895.60 $ 11,097,155.49 $ 4,852,786.09 ================================================================== PROJECT TOTALS $ 10,473,259.89 $ 623,895.60 $ 11,097,155.49 $ 11,097,155.49






PROJECT NUMBER : ACNHPPI-2440(010)SS PROJECT NAME : BRIDGE REHABILITATION



I-244 RAMP/23RD STREET: OVER I-244 AND THE BNSF RAILROAD, 1.2 MILES SOUTH OF THE US-75 INTERCHANGE IN TULSA.


COUNTIES: TULSA ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160156 PROJECT NO.: ACNHPPI-2440(010)SS------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


ACNHPPI-2440(010)SS 2886104 B 15 13,230,299.28 792,917.96 14,023,217.24 0.00 12,620,895.51 ------------------------------------------------------------------------------- FUND CLASS 0FED TOTALS 13,230,299.28 792,917.96 14,023,217.24 0.00 12,620,895.51


ACNHPPI-2440(010)SS 2886104 B 15 13,230,299.28 792,917.96 14,023,217.24 0.00 1,402,321.73 ------------------------------------------------------------------------------- FUND CLASS 0SSP TOTALS 13,230,299.28 792,917.96 14,023,217.24 0.00 1,402,321.73

=============================================================================== ESTIMATE TOTALS 13,230,299.28 792,917.96 14,023,217.24 0.00 14,023,217.24


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160156 PCN : 2886104 PROJECT NO. : ACNHPPI-2440(010)SS CONTRACT ID : 160156-----------------------------------------------------------------------------------------------------------------------------------PCN : 2886104 BRIDGE REHABILITATION



CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.5480 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 202(A) 0183 UNCLASSIFIED EXCAVATION 2,170.000 CY 13.13000 28,492.100002 202(D) 0184 UNCLASSIFIED BORROW 1,170.000 CY 19.17000 22,428.900003 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 5,000.00000 5,000.000004 221(C) 2801 TEMPORARY SILT FENCE 6,850.000 LF 1.53000 10,480.500005 221(F) 0100 TEMPORARY SILT DIKE 120.000 LF 8.41000 1,009.200006 221(K) 0600 TEMPORARY FIBER LOG 250.000 LF 3.93000 982.500007 230(A) 2806 SOLID SLAB SODDING 6,670.000 SY 1.67000 11,138.900008 303(A) 2100 AGGREGATE BASE TYPE A 1,755.000 CY 58.10000 101,965.500009 310(B) 0149 SUBGRADE, METHOD B 6,310.000 SY 2.54000 16,027.400010 317 4270 CEMENT TREATED BASE 4,995.000 SY 18.00000 89,910.000011 325 5271 SEPARATOR FABRIC 13,465.000 SY 1.37000 18,447.050012 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) 205.000 TON 164.72000 33,767.600013 411(I) 6310 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) 90.000 TON 165.00000 14,850.000014 414(B) 5725 DOWEL JOINTED P.C. CONCRETE 3,705.000 SY 23.47000 86,956.35 PAVEMENT(PLACEMENT )0015 414(C) 4425 CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) 1,150.000 SY 40.00000 46,000.000016 414(E) 0225 FULL DEPTH P.C. CONCRETE PATCHING(PLACEMENT 180.000 SY 125.00000 22,500.00 ONLY)0017 414(G) 5275 P.C. CONCRETE FOR PAVEMENT 1,500.000 CY 118.69000 178,035.000018 414(I) 5264 TYPE 2 TERMINAL JOINT 1.000 EA 4,000.00000 4,000.000019 414(I) 5266 TYPE 3 TERMINAL JOINT 1.000 EA 7,000.00000 7,000.000020 414(J) 5263 TERMINAL JOINT SLEEPER SLAB 90.000 SY 120.00000 10,800.000021 504(E) 6190 42" F-SHAPED PARAPET 588.000 LF 87.50000 51,450.000022 509(D) 0325 CLASS C CONCRETE 10.000 CY 276.92000 2,769.20



CATEGORY : 0100 ROADWAY-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0023 609(B) 1525 2'-8" COMB. CURB & GUTTER (6" BARRIER) 500.000 LF 25.00000 12,500.000024 610(A) 0602 4" CONCRETE SIDEWALK 150.000 SY 86.04000 12,906.000025 611(G) 5112 INLET CI DES. 2 (STD) 2.000 EA 3,070.47000 6,140.940026 611(M) 4488 REPLACEMENT OF CAST IRON HOOD 2.000 EA 1,500.00000 3,000.000027 613(J) 5915 EDGE DRAIN CONDUIT-PERFORATED 1,620.000 LF 7.80000 12,636.000028 613(K) 5916 EDGE DRAIN OUTLET LATERAL-NONPERFORATED 160.000 LF 9.45000 1,512.000029 613(Q) 5946 OUTLET LATERAL HEADWALL 8.000 EA 437.58000 3,500.640030 613(V) 1180 TRENCH EXCAVATION 76.000 CY 11.12000 845.120031 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 10,000.00000 10,000.000032 619(B) 4727 REMOVAL OF CONCRETE PAVEMENT 6,110.000 SY 7.71000 47,108.100033 619(B) 4741 REMOVAL OF DRAINAGE INLETS 2.000 EA 500.00000 1,000.000034 619(B) 4780 REMOVAL OF GUARDRAIL 1,090.000 LF 3.89000 4,240.100035 619(B) 4792 REMOVAL OF SIDEWALK 320.000 SY 5.00000 1,600.000036 619(B) 6130 REMOVAL OF 4" CONCRETE DIVIDING STRIP 560.000 SY 5.00000 2,800.000037 619(C) 0924 SAWING PAVEMENT 560.000 LF 5.15000 2,884.000038 620(C) 5910 CONTRACTOR HEALTH SAFETY PLAN 1.000 LSUM 10,000.00000 10,000.000039 620(C) 5920 CONTAMINATED MATERIALS MANAGEMENT PLAN 1.000 LSUM 30,000.00000 30,000.000040 623(A) 0932 BEAM GUARDRAIL W-BEAM SINGLE 725.000 LF 17.83000 12,926.750041 623(G) 8590 GUARDRAIL END TREATMENT (31") 5.000 EA 2,437.83000 12,189.150042 623(I) 8700 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") 5.000 EA 1,968.14000 9,840.700043 802(A) 8302 1" GALV. STEEL ELECTRICAL CONDUIT EXPOSED 20.000 LF 20.00000 400.000044 802(A) 8310 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED 30.000 LF 30.00000 900.000045 802(E) 8370 JUNCTION BOX(6" X 6" X 4") 2.000 EA 500.00000 1,000.000046 805(D) 8744 (PL)REMOVE & RESET LIGHT POLE 2.000 EA 7,000.00000 14,000.00

------------------------------------------ CATEGORY TOTAL $ 977,939.70



CATEGORY : 0200 RETAINING WALL FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : K000 ALL OTHERSWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0047 504(E) 6190 42" F-SHAPED PARAPET 45.800 LF 90.00000 4,122.000048 509(B) 1328 CLASS A CONCRETE 13.200 CY 550.00000 7,260.000049 510(A) 6334 RETAINING WALL 65.600 SY 1,735.00000 113,816.000050 511(B) 6010 EPOXY COATED REINFORCING STEEL 2,165.000 LB 1.10000 2,381.50

------------------------------------------ CATEGORY TOTAL $ 127,579.50

CATEGORY : 0201 BRIDGE "A" - NBI NO. 15588 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X031 HWY OVER WTRWAY STEEL GIRDERWORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0051 501(B) 1307 SUBSTRUCTURE EXCAVATION COMMON 1,470.000 CY 35.00000 51,450.00



CATEGORY : 0201 BRIDGE "A" - NBI NO. 15588-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0052 502(C) 6116 (PL)FALSEWORK JACKING 1.000 LSUM 50,000.00000 50,000.000053 504(A) 1304 APPROACH SLAB 579.900 SY 225.00000 130,477.500054 504(B) 1305 SAW-CUT GROOVING 7,566.800 SY 4.50000 34,050.600055 504(C) 6250 SEALED EXPANSION JOINT 467.600 LF 350.00000 163,660.000056 504(E) 1381 CONCRETE PARAPET 1,101.100 LF 155.00000 170,670.500057 504(E) 6190 42" F-SHAPED PARAPET 1,090.400 LF 90.00000 98,136.000058 504(G) 6390 RAPID CURE JOINT SEALANT 44.000 LF 30.00000 1,320.000059 506(A) 1322 STRUCTURAL STEEL 539,800.000 LB 2.00000 1,079,600.000060 507(A) 6170 STAINLESS STEEL FIXED BEARING ASSEMBLY 30.000 EA 2,000.00000 60,000.000061 507(B) 6174 STAINLESS STEEL EXPANSION BEARING ASSEMBLY 10.000 EA 2,000.00000 20,000.000062 509 6153 SPECIAL CONCRETE FINISH 1.000 LSUM 15,000.00000 15,000.000063 509(A) 1326 CLASS AA CONCRETE 2,067.500 CY 600.00000 1,240,500.000064 509(B) 1328 CLASS A CONCRETE 892.600 CY 650.00000 580,190.000065 509(D) 1331 CLASS C CONCRETE 8.300 CY 400.00000 3,320.000066 511 6306 MECHANICAL SPLICES 4,300.000 EA 35.00000 150,500.000067 511(B) 6010 EPOXY COATED REINFORCING STEEL 659,370.000 LB 1.10000 725,307.000068 512(A) 1323 PAINTING EXISTING STRUCTURES 1.000 LSUM 830,000.00000 830,000.000069 512(B) 6303 COLLECTION AND HANDLING OF WASTE 1.000 LSUM 250,000.00000 250,000.000070 513(B) 6019 CLASS B BRIDGE DECK REPAIR 30.000 SY 350.00000 10,500.000071 515(A) 6013 WATER REPELLENT (VISUALLY INSPECTED) 4,779.000 SY 4.00000 19,116.000072 516(A) 6098 DRILLED SHAFTS 72" DIAMETER 81.000 LF 1,500.00000 121,500.000073 516(A) 6105 DRILLED SHAFTS 96" DIAMETER 108.000 LF 2,500.00000 270,000.000074 516(C) 6200 CROSSHOLE SONIC LOGGING 2.000 EA 2,500.00000 5,000.000075 520(A) 6058 PREPARATION OF CRACKS, ABOVE WATER 15.000 LF 35.00000 525.000076 520(C) 6060 EPOXY RESIN, ABOVE WATER 4.000 GAL 100.00000 400.000077 521(A) 6210 PNEUMATICALLY PLACED MORTAR 297.500 SY 800.00000 238,000.000078 523(A) 6550 SEALER CRACK PREPARATION 1,584.800 LF 4.00000 6,339.200079 523(B) 6560 SEALER RESIN 19.000 GAL 120.00000 2,280.000080 524(A) 6610 (SP)CARBON FIBER-REINFORCED POLYMER 1,275.000 SF 50.00000 63,750.000081 535 6130 (SP)CORROSION INHIBITOR(SURFACE APPLIED) 248.700 SY 35.00000 8,704.500082 535 6280 REMOVE AND RE-ERECT STEEL BEAMS 10.000 EA 5,000.00000 50,000.000083 540 4515 (PL)REPAIR BRIDGE ITEM (TYPE A) 4.000 EA 5,000.00000 20,000.000084 540 4525 (PL)REPAIR BRIDGE ITEM (TYPE B) 3.000 EA 3,000.00000 9,000.00



CATEGORY : 0201 BRIDGE "A" - NBI NO. 15588-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0085 540 4535 (PL)REPAIR BRIDGE ITEM (TYPE C) 3.000 EA 2,500.00000 7,500.000086 540 4545 (PL)REPAIR BRIDGE ITEM (TYPE D) 14.000 EA 2,000.00000 28,000.000087 542 4610 (PL)INSTALLATION OF BRIDGE ITEMS(TYPE A) 1.000 LSUM 200,000.00000 200,000.000088 542 4625 (PL)INSTALLATION OF BRIDGE ITEMS(TYPE B) 43.000 EA 1,000.00000 43,000.000089 545 4815 (PL)REPLACE BRIDGE ITEM (TYPE A) 10.000 EA 1,500.00000 15,000.000090 545 4825 (PL)REPLACE BRIDGE ITEM (TYPE B) 5.000 EA 500.00000 2,500.000091 545 4835 (PL)REPLACE BRIDGE ITEM (TYPE C) 5.000 EA 1,500.00000 7,500.000092 619(B) 2515 REMOVAL OF BRIDGE ITEM (TYPE A) 6.000 EA 2,000.00000 12,000.000093 619(B) 2525 REMOVAL OF BRIDGE ITEM (TYPE B) 2.000 EA 8,000.00000 16,000.000094 619(B) 2530 REMOVAL OF BRIDGE ITEM (TYPE C) 1.000 LSUM 75,000.00000 75,000.000095 619(B) 6189 REMOVAL OF EXISTING SLAB 499.200 SY 40.00000 19,968.000096 619(B) 6319 REMOVAL OF DECK 6,434.700 SY 50.00000 321,735.000097 624(E) 4294 FENCE-STYLE CLF (8'HIGH, CLASS A) 630.000 LF 150.00000 94,500.000098 802(A) 8302 1" GALV. STEEL ELECTRICAL CONDUIT EXPOSED 120.000 LF 20.00000 2,400.000099 802(A) 8310 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED 2,030.000 LF 30.00000 60,900.000100 802(E) 8370 JUNCTION BOX(6" X 6" X 4") 32.000 EA 500.00000 16,000.00

------------------------------------------ CATEGORY TOTAL $ 7,401,299.30

CATEGORY : 0202 BRIDGE "B" - NBI NO. 28972 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X031 HWY OVER WTRWAY STEEL GIRDERWORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------



CATEGORY : 0202 BRIDGE "B" - NBI NO. 28972-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0101 501(B) 1307 SUBSTRUCTURE EXCAVATION COMMON 815.000 CY 35.00000 28,525.000102 502(C) 6116 (PL)FALSEWORK JACKING 1.000 LSUM 50,000.00000 50,000.000103 504(A) 1304 APPROACH SLAB 58.000 SY 225.00000 13,050.000104 504(B) 1305 SAW-CUT GROOVING 1,952.400 SY 4.50000 8,785.800105 504(C) 6250 SEALED EXPANSION JOINT 115.100 LF 350.00000 40,285.000106 504(E) 6190 42" F-SHAPED PARAPET 1,517.100 LF 90.00000 136,539.000107 506(A) 1322 STRUCTURAL STEEL 347,060.000 LB 2.50000 867,650.000108 507(A) 6170 STAINLESS STEEL FIXED BEARING ASSEMBLY 8.000 EA 2,000.00000 16,000.000109 507(B) 6174 STAINLESS STEEL EXPANSION BEARING ASSEMBLY 20.000 EA 2,000.00000 40,000.000110 509 6153 SPECIAL CONCRETE FINISH 1.000 LSUM 10,000.00000 10,000.000111 509(A) 1326 CLASS AA CONCRETE 503.900 CY 600.00000 302,340.000112 509(B) 1328 CLASS A CONCRETE 488.600 CY 650.00000 317,590.000113 511(B) 6010 EPOXY COATED REINFORCING STEEL 245,740.000 LB 1.10000 270,314.000114 512(A) 1323 PAINTING EXISTING STRUCTURES 1.000 LSUM 260,000.00000 260,000.000115 512(B) 6303 COLLECTION AND HANDLING OF WASTE 1.000 LSUM 75,000.00000 75,000.000116 515(A) 6013 WATER REPELLENT (VISUALLY INSPECTED) 1,536.000 SY 4.00000 6,144.000117 516(A) 6098 DRILLED SHAFTS 72" DIAMETER 304.000 LF 1,500.00000 456,000.000118 516(C) 6200 CROSSHOLE SONIC LOGGING 2.000 EA 2,500.00000 5,000.000119 520(A) 6058 PREPARATION OF CRACKS, ABOVE WATER 10.000 LF 35.00000 350.000120 520(C) 6060 EPOXY RESIN, ABOVE WATER 1.000 GAL 100.00000 100.000121 521(A) 6210 PNEUMATICALLY PLACED MORTAR 116.700 SY 800.00000 93,360.000122 523(A) 6550 SEALER CRACK PREPARATION 346.700 LF 4.00000 1,386.800123 523(B) 6560 SEALER RESIN 5.000 GAL 120.00000 600.000124 524(A) 6610 (SP)CARBON FIBER-REINFORCED POLYMER 320.000 SF 50.00000 16,000.000125 535 6130 (SP)CORROSION INHIBITOR(SURFACE APPLIED) 94.800 SY 35.00000 3,318.000126 535 6280 REMOVE AND RE-ERECT STEEL BEAMS 6.000 EA 5,000.00000 30,000.000127 540 4515 (PL)REPAIR BRIDGE ITEM (TYPE A) 3.000 EA 5,000.00000 15,000.000128 540 4525 (PL)REPAIR BRIDGE ITEM (TYPE B) 4.000 EA 3,000.00000 12,000.000129 542 4610 (PL)INSTALLATION OF BRIDGE ITEMS(TYPE A) 1.000 LSUM 75,000.00000 75,000.000130 542 4630 (PL)INSTALLATION OF BRIDGE ITEMS(TYPE C) 1.000 LSUM 15,000.00000 15,000.000131 545 4815 (PL)REPLACE BRIDGE ITEM (TYPE A) 4.000 EA 1,500.00000 6,000.000132 545 4825 (PL)REPLACE BRIDGE ITEM (TYPE B) 11.000 EA 500.00000 5,500.000133 545 4835 (PL)REPLACE BRIDGE ITEM (TYPE C) 5.000 EA 8,000.00000 40,000.00



CATEGORY : 0202 BRIDGE "B" - NBI NO. 28972-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0134 619(B) 2515 REMOVAL OF BRIDGE ITEM (TYPE A) 2.000 EA 2,000.00000 4,000.000135 619(B) 2530 REMOVAL OF BRIDGE ITEM (TYPE C) 1.000 LSUM 45,000.00000 45,000.000136 619(B) 2540 REMOVAL OF BRIDGE ITEM (TYPE D) 1.000 LSUM 25,000.00000 25,000.000137 619(B) 6189 REMOVAL OF EXISTING SLAB 54.400 SY 40.00000 2,176.000138 619(B) 6319 REMOVAL OF DECK 1,356.600 SY 50.00000 67,830.000139 624(E) 4294 FENCE-STYLE CLF (8'HIGH, CLASS A) 310.000 LF 150.00000 46,500.000140 802(A) 8302 1" GALV. STEEL ELECTRICAL CONDUIT EXPOSED 25.000 LF 20.00000 500.000141 802(A) 8310 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED 950.000 LF 30.00000 28,500.000142 802(E) 8370 JUNCTION BOX(6" X 6" X 4") 8.000 EA 500.00000 4,000.000143 805(D) 8744 (PL)REMOVE & RESET LIGHT POLE 4.000 EA 7,000.00000 28,000.00

------------------------------------------ CATEGORY TOTAL $ 3,468,343.60

CATEGORY : 0300 TRAFFIC FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0144 104 0955 (SP) RAILROAD FLAGGING(NON-BIDDABLE) 580.000 DAY 475.00000 275,500.000145 850(A) 8110 SHEET ALUMINUM SIGNS 126.000 SF 14.99000 1,888.740146 851(C) 8330 2 1/2" SQUARE TUBE POST 206.000 LF 7.23000 1,489.380147 853 9069 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) 34.000 EA 10.87000 369.58



CATEGORY : 0300 TRAFFIC-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0148 855(A) 8812 TRAFFIC STRIPE(PLASTIC)(4" WIDE) 11,470.000 LF 0.90000 10,323.000149 855(A) 8814 TRAFFIC STRIPE(PLASTIC)(8" WIDE) 540.000 LF 1.21000 653.400150 855(B) 8824 TRAFFIC STRIPE(PLASTIC)(SYMBOLS) 8.000 EA 341.50000 2,732.000151 857(C) 8851 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) 1,000.000 LF 1.36000 1,360.000152 857(F) 8006 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) 1,000.000 LF 0.62000 620.000153 871(A) 8325 (SP)IMPACT ATTENUATOR 1.000 EA 20,000.00000 20,000.000154 871(B) 8705 (SP)CONST.ZONE IMPACT ATTEN. 2,410.000 SD 5.00000 12,050.000155 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER 5,316.000 LF 16.00000 85,056.000156 877(C) 8486 RELOCATION OF PORTABLE LONGITUDINAL BARRIER 6,942.000 LF 2.60000 18,049.200157 880(A) 8812 ARROW DISPLAY(TYPE C) 1,400.000 SD 2.61000 3,654.000158 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 32,430.000 SD 0.29000 9,404.700159 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 56,160.000 SD 0.55000 30,888.000160 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 26,120.000 SD 1.40000 36,568.000161 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 27,540.000 SD 1.07000 29,467.800162 880(C) 8848 WING BARRICADES 5,590.000 SD 1.25000 6,987.500163 880(E) 8860 WARNING LIGHTS(TYPE A) 75,720.000 SD 0.09000 6,814.800164 880(F) 8878 DRUMS 152,500.000 SD 0.20000 30,500.000165 880(G) 8884 TUBE CHANNELIZERS 46,360.000 SD 0.08000 3,708.800166 880(L) 8911 TRAFFIC SURVEILLANCE, POLICE 144.000 HOUR 76.62000 11,033.280167 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 3,160.000 SD 15.00000 47,400.00

------------------------------------------ CATEGORY TOTAL $ 646,518.18






------------------------------------------ CATEGORY TOTAL $ 15,000.00




------------------------------------------ CATEGORY TOTAL $ 593,619.00





2886104 0100 ROADWAY $ 977,939.70 6.00 $ 58,676.38 $ 1,036,616.08 0FED $ 932,954.47 0SSP $ 103,661.61 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 1,036,616.08

2886104 0200 RETAINING WALL $ 127,579.50 6.00 $ 7,654.77 $ 135,234.27 0FED $ 121,710.84 0SSP $ 13,523.43 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 135,234.27

2886104 0201 BRIDGE "A" - NBI NO. 15588 $ 7,401,299.30 6.00 $ 444,077.96 $ 7,845,377.26 0FED $ 7,060,839.52 0SSP $ 784,537.72 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0201 $ 7,845,377.25

2886104 0202 BRIDGE "B" - NBI NO. 28972 $ 3,468,343.60 6.00 $ 208,100.62 $ 3,676,444.22 0FED $ 3,308,799.79 0SSP $ 367,644.41 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0202 $ 3,676,444.21

2886104 0300 TRAFFIC $ 646,518.18 6.00 $ 38,791.09 $ 685,309.27 0FED $ 616,778.34 0SSP $ 68,530.93 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 685,309.27






================================================================ ESTIMATE TOTAL $ 14,023,217.23



PROJECT CONTROL NUMBER : 2886104PROJECT NUMBER : ACNHPPI-2440(010)SS------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------







PROJECT CONTROL NUMBER : 2886104PROJECT NUMBER : ACNHPPI-2440(010)SS------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY $ 977,939.70 $ 58,676.38 $ 1,036,616.08 $ 932,954.470200 RETAINING WALL $ 127,579.50 $ 7,654.77 $ 135,234.27 $ 121,710.840201 BRIDGE "A" - NBI NO. 15588 $ 7,401,299.30 $ 444,077.96 $ 7,845,377.26 $ 7,060,839.520202 BRIDGE "B" - NBI NO. 28972 $ 3,468,343.60 $ 208,100.62 $ 3,676,444.22 $ 3,308,799.790300 TRAFFIC $ 646,518.18 $ 38,791.09 $ 685,309.27 $ 616,778.340600 STAKING $ 15,000.00 $ 0.00 $ 15,000.00 $ 13,500.000640 CONSTRUCTION $ 593,619.00 $ 35,617.14 $ 629,236.14 $ 566,312.53 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 13,230,299.28 $ 792,917.96 $ 14,023,217.24 $ 12,620,895.50


0100 ROADWAY $ 977,939.70 $ 58,676.38 $ 1,036,616.08 $ 103,661.610200 RETAINING WALL $ 127,579.50 $ 7,654.77 $ 135,234.27 $ 13,523.430201 BRIDGE "A" - NBI NO. 15588 $ 7,401,299.30 $ 444,077.96 $ 7,845,377.26 $ 784,537.720202 BRIDGE "B" - NBI NO. 28972 $ 3,468,343.60 $ 208,100.62 $ 3,676,444.22 $ 367,644.410300 TRAFFIC $ 646,518.18 $ 38,791.09 $ 685,309.27 $ 68,530.930600 STAKING $ 15,000.00 $ 0.00 $ 15,000.00 $ 1,500.000640 CONSTRUCTION $ 593,619.00 $ 35,617.14 $ 629,236.14 $ 62,923.61 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 13,230,299.28 $ 792,917.96 $ 14,023,217.24 $ 1,402,321.72 ================================================================== PROJECT TOTALS $ 13,230,299.28 $ 792,917.96 $ 14,023,217.24 $ 14,023,217.24






PROJECT NUMBER : ACSTP-202C(003)SS PROJECT NAME : BRIDGE AND APPROACHES

BRIDGE AND APPROACHES


US-64: OVER WAGON CREEK, 0.9 MILES WEST OF THE GRANT COUNTY LINE.


COUNTIES: ALFALFA ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160161 PROJECT NO.: ACSTP-202C(003)SS------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


ACSTP-202C(003)SS 2700604 B 11 3,733,323.76 222,379.43 3,955,703.19 0.00 3,955,703.19 ------------------------------------------------------------------------------- FUND CLASS 0FED TOTALS 3,733,323.76 222,379.43 3,955,703.19 0.00 3,955,703.19

=============================================================================== ESTIMATE TOTALS 3,733,323.76 222,379.43 3,955,703.19 0.00 3,955,703.19


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160161 PCN : 2700604 PROJECT NO. : ACSTP-202C(003)SS CONTRACT ID : 160161-----------------------------------------------------------------------------------------------------------------------------------PCN : 2700604 BRIDGE AND APPROACHES



CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETE # OF SPANS : 3 BRIDGE ID : 30428WORK CLASSIFICATION : 0200 ROADWAY SPAN LENGTH : 180.5000 CAT LENGTH : 0.5900 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 40.0000 CAT WIDTH : 40.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 202(A) 0183 UNCLASSIFIED EXCAVATION 32,412.000 CY 5.00000 162,060.000002 202(D) 0184 UNCLASSIFIED BORROW 18,675.000 CY 10.00000 186,750.000003 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 73,080.00000 73,080.000004 221(C) 2801 TEMPORARY SILT FENCE 3,100.000 LF 3.00000 9,300.000005 221(F) 0100 TEMPORARY SILT DIKE 504.000 LF 9.25000 4,662.000006 221(K) 0600 TEMPORARY FIBER LOG 2,500.000 LF 4.30000 10,750.000007 229 4318 DITCH LINER PROTECTION 585.000 LF 2.00000 1,170.000008 230(A) 2806 SOLID SLAB SODDING 52,613.000 SY 1.50000 78,919.500009 232(B) 2814 SEEDING METHOD B 22.510 AC 550.00000 12,380.500010 233(A) 2817 VEGETATIVE MULCHING 22.510 AC 500.00000 11,255.000011 241 2832 MOWING 45.020 AC 83.00000 3,736.660012 310(B) 0149 SUBGRADE, METHOD B 31,414.000 SY 1.25000 39,267.500013 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 237.000 TON 51.00000 12,087.000014 407(B) 0250 TACK COAT 5,403.000 GAL 2.75000 14,858.250015 408 5774 PRIME COAT 11,540.000 GAL 3.75000 43,275.000016 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 11,273.000 TON 85.00000 958,205.000017 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) 3,296.000 TON 94.00000 309,824.000018 509(D) 0325 CLASS C CONCRETE 122.000 CY 400.00000 48,800.000019 613(A) 0492 24" R.C.PIPE CLASS III 142.000 LF 60.00000 8,520.000020 613(A) 0496 48" R.C.PIPE CLASS III 96.000 LF 178.00000 17,088.000021 613(B) 0690 24" CORR. GALV. STEEL PIPE 64.000 LF 35.00000 2,240.000022 613(B) 0698 72" CORR. GALV. STEEL PIPE 420.000 LF 125.00000 52,500.000023 613(B) 4525 17" X 13" CORR. GALV. STEEL PIPE ARCH 100.000 LF 30.00000 3,000.000024 613(B) 4527 21" X 15" CORR. GALV. STEEL PIPE ARCH 90.000 LF 25.00000 2,250.000025 613(H) 0500 8" PERFORATED PIPE UNDERDRAIN ROUND 234.000 LF 50.00000 11,700.00



CATEGORY : 0100 ROADWAY-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0026 613(I) 1097 8" NON-PERF.PIPE UNDERDRAIN RND. 78.000 LF 50.00000 3,900.000027 613(M) 7187 TYPE B4 CULVERT END TREATMENT 4.000 EA 1,600.00000 6,400.000028 613(Q) 5946 OUTLET LATERAL HEADWALL 1.000 EA 1,150.00000 1,150.000029 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 10,000.00000 10,000.000030 619(B) 4725 REMOVAL OF FENCE 3,080.000 LF 1.10000 3,388.000031 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 13,163.000 SY 5.00000 65,815.000032 619(B) 4763 REMOVAL OF CONCRETE PAVEMENT W/ASPHALT 8,204.000 SY 8.00000 65,632.00 OVERLAY0033 619(B) 4780 REMOVAL OF GUARDRAIL 613.000 LF 4.00000 2,452.000034 619(C) 0924 SAWING PAVEMENT 1,133.000 LF 3.00000 3,399.000035 623(A) 0932 BEAM GUARDRAIL W-BEAM SINGLE 888.000 LF 18.50000 16,428.000036 623(G) 8590 GUARDRAIL END TREATMENT (31") 4.000 EA 2,100.00000 8,400.000037 623(I) 8700 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") 4.000 EA 1,500.00000 6,000.000038 624(C) 4458 FENCE-STYLE SWF (4 BARBED WIRE) 172.000 LF 4.00000 688.00

------------------------------------------ CATEGORY TOTAL $ 2,271,330.41

CATEGORY : 0200 BRIDGE 'A' - NBI NO. 02124 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X021 HWY OVER WTRWAY CONCRETE GIRDER # OF SPANS : 3 BRIDGE ID : 30428WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 180.5000 CAT LENGTH : 0.0340 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 40.0000 CAT WIDTH : 40.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0039 501(B) 1307 SUBSTRUCTURE EXCAVATION COMMON 80.000 CY 18.00000 1,440.00



CATEGORY : 0200 BRIDGE 'A' - NBI NO. 02124-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0040 501(G) 6309 CLSM BACKFILL 164.000 CY 150.00000 24,600.000041 503(A) 1312 PRESTRESSED CONCRETE BEAMS (TYPE III) 717.000 LF 300.00000 215,100.000042 504(A) 1304 APPROACH SLAB 224.800 SY 215.00000 48,332.000043 504(B) 1305 SAW-CUT GROOVING 1,024.500 SY 4.50000 4,610.250044 504(D) 6245 CONCRETE RAIL (TR4) 457.000 LF 95.00000 43,415.000045 506(A) 1322 STRUCTURAL STEEL 1,050.000 LB 4.00000 4,200.000046 507(A) 6172 WEATHERING STEEL FIXED BEARING ASSEMBLY 8.000 EA 800.00000 6,400.000047 507(B) 6174 STAINLESS STEEL EXPANSION BEARING ASSEMBLY 16.000 EA 2,000.00000 32,000.000048 507(C) 6282 ELASTOMERIC BEARING PADS 16.000 EA 425.00000 6,800.000049 509(A) 1326 CLASS AA CONCRETE 242.200 CY 550.00000 133,210.000050 509(B) 1328 CLASS A CONCRETE 109.200 CY 500.00000 54,600.000051 509(D) 1331 CLASS C CONCRETE 11.000 CY 500.00000 5,500.000052 511(B) 6010 EPOXY COATED REINFORCING STEEL 69,510.000 LB 1.10000 76,461.000053 514(A) 6010 PILES, FURNISHED (HP 10X42) 546.000 LF 40.00000 21,840.000054 514(B) 6292 PILES, DRIVEN (HP 10X42) 546.000 LF 15.00000 8,190.000055 514(L) 6220 PILE SPLICE, H-PILE (NON-BIDDABLE) 1.000 EA 400.00000 400.000056 515(A) 6013 WATER REPELLENT (VISUALLY INSPECTED) 819.000 SY 4.00000 3,276.000057 516(A) 6094 DRILLED SHAFTS 48" DIAMETER 178.000 LF 850.00000 151,300.000058 516(C) 6200 CROSSHOLE SONIC LOGGING 1.000 EA 1,500.00000 1,500.000059 523(A) 6550 SEALER CRACK PREPARATION 163.000 LF 4.00000 652.000060 523(B) 6560 SEALER RESIN 1.800 GAL 150.00000 270.000061 601(B) 1353 TYPE I-A PLAIN RIPRAP 3,840.000 TON 55.00000 211,200.000062 601(C) 1355 TYPE I-A FILTER BLANKET 210.000 TON 40.00000 8,400.000063 613(H) 6204 6" PERFORATED PIPE UNDERDRAIN ROUND 84.000 LF 25.00000 2,100.000064 613(I) 6207 6" NON-PERF.PIPE UNDERDRAIN RND. 52.000 LF 25.00000 1,300.000065 619(D) 1397 REMOVAL OF EXISTING BRIDGE STRUCTURE 1.000 LSUM 15,000.00000 15,000.00

------------------------------------------ CATEGORY TOTAL $ 1,082,096.25





CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0066 857(A) 8839 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) 18,000.000 LF 0.25000 4,500.000067 857(E) 8887 (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX 2,000.000 EA 0.45000 900.00 TAB)TYPE 2-10068 857(F) 8006 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) 5,000.000 LF 0.18000 900.000069 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 5,440.000 SD 0.50000 2,720.000070 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 6,800.000 SD 0.75000 5,100.000071 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 6,120.000 SD 1.30000 7,956.000072 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 3,400.000 SD 1.35000 4,590.000073 880(C) 8848 WING BARRICADES 1,360.000 SD 0.85000 1,156.000074 880(D) 8854 VERTICAL PANELS 30,260.000 SD 0.05000 1,513.000075 880(E) 8860 WARNING LIGHTS(TYPE A) 11,220.000 SD 0.18000 2,019.600076 880(F) 8878 DRUMS 5,100.000 SD 0.30000 1,530.000077 880(G) 8890 CHANNELIZER CONES 6,800.000 SD 0.25000 1,700.000078 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 708.000 SD 14.00000 9,912.00

------------------------------------------ CATEGORY TOTAL $ 44,496.60





CONSTRUCTION TYPE : Y002 TRAFFIC SIGNSWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0079 805(D) 8756 (PL)REMOVE & RESET EXISTING SIGNS 4.000 EA 250.00000 1,000.000080 850(A) 8110 SHEET ALUMINUM SIGNS 17.500 SF 19.00000 332.500081 851(C) 8330 2 1/2" SQUARE TUBE POST 24.000 LF 12.50000 300.000082 856(A) 8530 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) 13,600.000 LF 0.13000 1,768.00

------------------------------------------ CATEGORY TOTAL $ 3,400.50



CONSTRUCTION TYPE : STAK STAKING # OF SPANS : 3 BRIDGE ID : 30426WORK CLASSIFICATION : 0600 STAKING SPAN LENGTH : 0.0000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 0.0000 CAT WIDTH : 40.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0083 642(B) 0096 CONSTRUCTION STAKING LEVEL II 1.000 LSUM 27,000.00000 27,000.00

------------------------------------------ CATEGORY TOTAL $ 27,000.00





CONSTRUCTION TYPE : CONS CONSTRUCTION FOR CATEGORY #0640 # OF SPANS : 3 BRIDGE ID : 30428WORK CLASSIFICATION : 0640 CONSTRUCTION SPAN LENGTH : 180.5000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 40.0000 CAT WIDTH : 40.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0084 220 2800 SWPPP DOCUMENTATION AND MANAGEMENT 1.000 LSUM 5,000.00000 5,000.000085 641 1399 MOBILIZATION 1.000 LSUM 300,000.00000 300,000.00

------------------------------------------ CATEGORY TOTAL $ 305,000.00






2700604 0200 BRIDGE 'A' - NBI NO. 02124 $ 1,082,096.25 6.00 $ 64,925.78 $ 1,147,022.03 0FED $ 1,147,022.02 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 1,147,022.02


2700604 0301 TRAFFIC SIGNING AND STRIPING $ 3,400.50 6.00 $ 204.03 $ 3,604.53 0FED $ 3,604.53 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0301 $ 3,604.53




================================================================ ESTIMATE TOTAL $ 3,955,703.18



PROJECT CONTROL NUMBER : 2700604PROJECT NUMBER : ACSTP-202C(003)SS------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------





PROJECT CONTROL NUMBER : 2700604PROJECT NUMBER : ACSTP-202C(003)SS------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY $ 2,271,330.41 $ 136,279.82 $ 2,407,610.23 $ 2,407,610.230200 BRIDGE 'A' - NBI NO. 02124 $ 1,082,096.25 $ 64,925.78 $ 1,147,022.03 $ 1,147,022.020300 TRAFFIC CONTROL $ 44,496.60 $ 2,669.80 $ 47,166.40 $ 47,166.390301 TRAFFIC SIGNING AND STRIPING $ 3,400.50 $ 204.03 $ 3,604.53 $ 3,604.530600 STAKING $ 27,000.00 $ 0.00 $ 27,000.00 $ 27,000.000640 CONSTRUCTION $ 305,000.00 $ 18,300.00 $ 323,300.00 $ 323,300.00 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 3,733,323.76 $ 222,379.43 $ 3,955,703.19 $ 3,955,703.18 ================================================================== PROJECT TOTALS $ 3,733,323.76 $ 222,379.43 $ 3,955,703.19 $ 3,955,703.19






PROJECT NUMBER : SSP-210F(049)SS PROJECT NAME : BRIDGE WATER PROOF SEAL

BRIDGE WATER PROOF SEAL


US-70/US-77/US-177/SH-5/SH-53: AT MULTIPLE LOCATIONS IN DIVISION VII.

BRIDGE WATERPROOF SEAL

COUNTIES: CARTER COTTON MURRAY ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160162 PROJECT NO.: SSP-210F(049)SS------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


SSP-210F(049)SS 2433507 B 10 51,016.00 3,060.96 54,076.96 0.00 54,076.96 ------------------------------------------------------------------------------- FUND CLASS 0SSP TOTALS 51,016.00 3,060.96 54,076.96 0.00 54,076.96

=============================================================================== ESTIMATE TOTALS 51,016.00 3,060.96 54,076.96 0.00 54,076.96


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160162 PCN : 2433507 PROJECT NO. : SSP-210F(049)SS CONTRACT ID : 160162-----------------------------------------------------------------------------------------------------------------------------------PCN : 2433507 BRIDGE WATER PROOF SEAL


0SSP OKLAHOMA STATE SPECIAL FUNDS 100.00 %

CONSTRUCTION TYPE : X081 HWY OVER WTRWAY CONC. PRESTRESSED GIRDER # OF SPANS : 1 BRIDGE ID : 30515WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 130.5000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 40.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 854.000 SY 4.00000 3,416.000002 523(A) 6550 SEALER CRACK PREPARATION 400.000 LF 4.00000 1,600.000003 523(B) 6560 SEALER RESIN 4.500 GAL 100.00000 450.00

------------------------------------------ CATEGORY TOTAL $ 5,466.00

CATEGORY : 0201 BRIDGE 'B' - NBI NO. 13526 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X031 HWY OVER WTRWAY STEEL GIRDER # OF SPANS : 7 BRIDGE ID : 13526WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 351.3300 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 30.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0004 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 1,338.000 SY 4.00000 5,352.000005 523(A) 6550 SEALER CRACK PREPARATION 1,060.000 LF 4.00000 4,240.000006 523(B) 6560 SEALER RESIN 11.800 GAL 100.00000 1,180.00

------------------------------------------ CATEGORY TOTAL $ 10,772.00



CATEGORY : 0202 BRIDGE 'C' - NBI NO. 13525 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X031 HWY OVER WTRWAY STEEL GIRDER # OF SPANS : 6 BRIDGE ID : 13525WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 301.3300 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 30.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0007 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 1,167.000 SY 4.00000 4,668.000008 523(A) 6550 SEALER CRACK PREPARATION 910.000 LF 4.00000 3,640.000009 523(B) 6560 SEALER RESIN 10.200 GAL 100.00000 1,020.00

------------------------------------------ CATEGORY TOTAL $ 9,328.00

CATEGORY : 0203 BRIDGE 'D' - NBI NO. 11087 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X031 HWY OVER WTRWAY STEEL GIRDER # OF SPANS : 3 BRIDGE ID : 11087WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 101.3300 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 37.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0010 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 593.000 SY 4.00000 2,372.000011 523(A) 6550 SEALER CRACK PREPARATION 400.000 LF 4.00000 1,600.000012 523(B) 6560 SEALER RESIN 4.500 GAL 100.00000 450.00

------------------------------------------ CATEGORY TOTAL $ 4,422.00



CATEGORY : 0204 BRIDGE 'E' - NBI NO. 18287 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X081 HWY OVER WTRWAY CONC. PRESTRESSED GIRDER # OF SPANS : 3 BRIDGE ID : 18287WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 137.5000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 32.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0013 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 584.000 SY 4.00000 2,336.000014 523(A) 6550 SEALER CRACK PREPARATION 100.000 LF 4.00000 400.000015 523(B) 6560 SEALER RESIN 1.200 GAL 100.00000 120.00

------------------------------------------ CATEGORY TOTAL $ 2,856.00

CATEGORY : 0205 BRIDGE 'F' - NBI NO. 13659 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X031 HWY OVER WTRWAY STEEL GIRDER # OF SPANS : 3 BRIDGE ID : 13659WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 161.3300 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 31.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0016 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 711.000 SY 4.00000 2,844.000017 523(A) 6550 SEALER CRACK PREPARATION 100.000 LF 4.00000 400.000018 523(B) 6560 SEALER RESIN 1.200 GAL 100.00000 120.00

------------------------------------------ CATEGORY TOTAL $ 3,364.00



CATEGORY : 0206 BRIDGE 'G' - NBI NO. 13652 FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 3,380.00



CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0022 876(A) 8482 (PL)TRUCK MOUNTED ATTENUATOR 30.000 SD 18.00000 540.000023 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 300.000 SD 0.50000 150.000024 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 90.000 SD 1.00000 90.000025 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 310.000 SD 1.50000 465.00



CATEGORY : 0300 TRAFFIC CONTROL-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0026 880(C) 8848 WING BARRICADES 120.000 SD 1.00000 120.000027 880(E) 8860 WARNING LIGHTS(TYPE A) 250.000 SD 0.20000 50.000028 880(F) 8878 DRUMS 300.000 SD 0.15000 45.000029 880(G) 8890 CHANNELIZER CONES 1,440.000 SD 0.20000 288.000030 880(I) 8902 FLAGGER 30.000 SD 130.00000 3,900.000031 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 60.000 SD 13.00000 780.00

------------------------------------------ CATEGORY TOTAL $ 6,428.00




------------------------------------------ CATEGORY TOTAL $ 5,000.00





2433507 0200 BRIDGE 'A' - NBI NO. 30515 $ 5,466.00 6.00 $ 327.96 $ 5,793.96 0SSP $ 5,793.96 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 5,793.96

2433507 0201 BRIDGE 'B' - NBI NO. 13526 $ 10,772.00 6.00 $ 646.32 $ 11,418.32 0SSP $ 11,418.32 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0201 $ 11,418.32

2433507 0202 BRIDGE 'C' - NBI NO. 13525 $ 9,328.00 6.00 $ 559.68 $ 9,887.68 0SSP $ 9,887.68 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0202 $ 9,887.68

2433507 0203 BRIDGE 'D' - NBI NO. 11087 $ 4,422.00 6.00 $ 265.32 $ 4,687.32 0SSP $ 4,687.32 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0203 $ 4,687.32

2433507 0204 BRIDGE 'E' - NBI NO. 18287 $ 2,856.00 6.00 $ 171.36 $ 3,027.36 0SSP $ 3,027.36 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0204 $ 3,027.36

2433507 0205 BRIDGE 'F' - NBI NO. 13659 $ 3,364.00 6.00 $ 201.84 $ 3,565.84 0SSP $ 3,565.84 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0205 $ 3,565.84

2433507 0206 BRIDGE 'G' - NBI NO. 13652 $ 3,380.00 6.00 $ 202.80 $ 3,582.80 0SSP $ 3,582.80 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0206 $ 3,582.80



2433507 0300 TRAFFIC CONTROL $ 6,428.00 6.00 $ 385.68 $ 6,813.68 0SSP $ 6,813.68 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 6,813.68

2433507 0640 CONSTRUCTION $ 5,000.00 6.00 $ 300.00 $ 5,300.00 0SSP $ 5,300.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0640 $ 5,300.00


================================================================ ESTIMATE TOTAL $ 54,076.96



PROJECT CONTROL NUMBER : 2433507PROJECT NUMBER : SSP-210F(049)SS------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


000 $ 51,016.00 $ 3,060.96 $ 54,076.96 $ 54,076.96 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 51,016.00 $ 3,060.96 $ 54,076.96 $ 54,076.96 ================================================================== PROJECT TOTALS $ 51,016.00 $ 3,060.96 $ 54,076.96 $ 54,076.96



PROJECT CONTROL NUMBER : 2433507PROJECT NUMBER : SSP-210F(049)SS------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0200 BRIDGE 'A' - NBI NO. 30515 $ 5,466.00 $ 327.96 $ 5,793.96 $ 5,793.960201 BRIDGE 'B' - NBI NO. 13526 $ 10,772.00 $ 646.32 $ 11,418.32 $ 11,418.320202 BRIDGE 'C' - NBI NO. 13525 $ 9,328.00 $ 559.68 $ 9,887.68 $ 9,887.680203 BRIDGE 'D' - NBI NO. 11087 $ 4,422.00 $ 265.32 $ 4,687.32 $ 4,687.320204 BRIDGE 'E' - NBI NO. 18287 $ 2,856.00 $ 171.36 $ 3,027.36 $ 3,027.360205 BRIDGE 'F' - NBI NO. 13659 $ 3,364.00 $ 201.84 $ 3,565.84 $ 3,565.840206 BRIDGE 'G' - NBI NO. 13652 $ 3,380.00 $ 202.80 $ 3,582.80 $ 3,582.800300 TRAFFIC CONTROL $ 6,428.00 $ 385.68 $ 6,813.68 $ 6,813.680640 CONSTRUCTION $ 5,000.00 $ 300.00 $ 5,300.00 $ 5,300.00 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 51,016.00 $ 3,060.96 $ 54,076.96 $ 54,076.96 ================================================================== PROJECT TOTALS $ 51,016.00 $ 3,060.96 $ 54,076.96 $ 54,076.96









U.S. HIGHWAYS/STATE HIGHWAYS/CITY STREETS: AT MULTIPLE LOCATIONS IN DIVISION V.


COUNTIES: BECKHAM CADDO CUSTER GREER KIOWA WASHITA ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|






=============================================================================== ESTIMATE TOTALS 122,163.80 7,329.83 129,493.63 0.00 129,493.63





CONSTRUCTION TYPE : X081 HWY OVER WTRWAY CONC. PRESTRESSED GIRDER # OF SPANS : 3 BRIDGE ID : 19241WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 182.5000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 34.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 937.000 SY 4.00000 3,748.000002 523(A) 6550 SEALER CRACK PREPARATION 125.000 LF 4.00000 500.000003 523(B) 6560 SEALER RESIN 1.400 GAL 100.00000 140.00

------------------------------------------ CATEGORY TOTAL $ 4,388.00



CONSTRUCTION TYPE : X220 HWY OVER HWY CONC.(NOT PRESTRESSED) SLAB # OF SPANS : 4 BRIDGE ID : 15160WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 171.5000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 24.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0004 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 458.000 SY 4.00000 1,832.000005 523(A) 6550 SEALER CRACK PREPARATION 450.000 LF 4.00000 1,800.000006 523(B) 6560 SEALER RESIN 5.000 GAL 100.00000 500.00

------------------------------------------ CATEGORY TOTAL $ 4,132.00






------------------------------------------ CATEGORY TOTAL $ 3,806.00



CONSTRUCTION TYPE : X220 HWY OVER HWY CONC.(NOT PRESTRESSED) SLAB # OF SPANS : 4 BRIDGE ID : 15139WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 171.5000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 24.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0010 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 458.000 SY 4.00000 1,832.000011 523(A) 6550 SEALER CRACK PREPARATION 225.000 LF 4.00000 900.000012 523(B) 6560 SEALER RESIN 2.500 GAL 100.00000 250.00

------------------------------------------ CATEGORY TOTAL $ 2,982.00





CONSTRUCTION TYPE : X231 HWY OVER HWY STEEL GIRDER # OF SPANS : 4 BRIDGE ID : 30828WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 270.0000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 52.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0013 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 1,907.000 SY 4.00000 7,628.000014 523(A) 6550 SEALER CRACK PREPARATION 1,450.000 LF 4.00000 5,800.000015 523(B) 6560 SEALER RESIN 16.200 GAL 100.00000 1,620.00

------------------------------------------ CATEGORY TOTAL $ 15,048.00



CONSTRUCTION TYPE : X220 HWY OVER HWY CONC.(NOT PRESTRESSED) SLAB # OF SPANS : 4 BRIDGE ID : 15162WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 183.5000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 24.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0016 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 490.000 SY 4.00000 1,960.000017 523(A) 6550 SEALER CRACK PREPARATION 1,025.000 LF 4.00000 4,100.000018 523(B) 6560 SEALER RESIN 11.400 GAL 100.00000 1,140.00

------------------------------------------ CATEGORY TOTAL $ 7,200.00



CATEGORY : 0206 BRIDGE 'G' - NBI NO. 30477 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X081 HWY OVER WTRWAY CONC. PRESTRESSED GIRDER # OF SPANS : 10 BRIDGE ID : 30477WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 1001.6600 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 40.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0019 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 4,807.000 SY 4.00000 19,228.000020 523(A) 6550 SEALER CRACK PREPARATION 300.000 LF 4.00000 1,200.000021 523(B) 6560 SEALER RESIN 3.400 GAL 100.00000 340.00

------------------------------------------ CATEGORY TOTAL $ 20,768.00

CATEGORY : 0207 BRIDGE 'H' - NBI NO. 18344 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X231 HWY OVER HWY STEEL GIRDER # OF SPANS : 2 BRIDGE ID : 18344WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 256.0000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 46.7500 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0022 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 1,831.000 SY 4.00000 7,324.000023 523(A) 6550 SEALER CRACK PREPARATION 250.000 LF 4.00000 1,000.000024 523(B) 6560 SEALER RESIN 2.800 GAL 100.00000 280.00

------------------------------------------ CATEGORY TOTAL $ 8,604.00



CATEGORY : 0208 BRIDGE 'I' - NBI NO. 30053 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X081 HWY OVER WTRWAY CONC. PRESTRESSED GIRDER # OF SPANS : 3 BRIDGE ID : 30053WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 161.6600 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 40.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0025 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 1,004.000 SY 4.00000 4,016.000026 523(A) 6550 SEALER CRACK PREPARATION 200.000 LF 4.00000 800.000027 523(B) 6560 SEALER RESIN 2.300 GAL 100.00000 230.00

------------------------------------------ CATEGORY TOTAL $ 5,046.00

CATEGORY : 0209 BRIDGE 'J' - NBI NO. 30055 FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 5,470.00



CATEGORY : 0210 BRIDGE 'K' - NBI NO. 30056 FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 7,126.00

CATEGORY : 0211 BRIDGE 'L' - NBI NO. 30389 FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 9,914.00



CATEGORY : 0212 BRIDGE 'M' - NBI NO. 14146 FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 4,696.00



CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0040 857(A) 8839 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) 500.000 LF 0.24000 120.000041 876(A) 8482 (PL)TRUCK MOUNTED ATTENUATOR 45.000 SD 70.00000 3,150.000042 880(A) 8812 ARROW DISPLAY(TYPE C) 15.000 SD 4.50000 67.500043 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 270.000 SD 0.30000 81.00



CATEGORY : 0300 TRAFFIC CONTROL-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0044 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 495.000 SD 1.00000 495.000045 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 585.000 SD 1.53000 895.050046 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 135.000 SD 2.45000 330.750047 880(C) 8848 WING BARRICADES 180.000 SD 1.15000 207.000048 880(E) 8860 WARNING LIGHTS(TYPE A) 720.000 SD 0.40000 288.000049 880(F) 8878 DRUMS 1,485.000 SD 0.50000 742.500050 880(G) 8890 CHANNELIZER CONES 2,160.000 SD 0.45000 972.000051 880(I) 8902 FLAGGER 45.000 SD 75.00000 3,375.000052 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 90.000 SD 14.00000 1,260.00

------------------------------------------ CATEGORY TOTAL $ 11,983.80




------------------------------------------ CATEGORY TOTAL $ 11,000.00










2413407 0205 BRIDGE 'F' - NBI NO. 15162 $ 7,200.00 6.00 $ 432.00 $ 7,632.00 0SSP $ 7,632.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0205 $ 7,632.00

2413407 0206 BRIDGE 'G' - NBI NO. 30477 $ 20,768.00 6.00 $ 1,246.08 $ 22,014.08 0SSP $ 22,014.08 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0206 $ 22,014.08



2413407 0207 BRIDGE 'H' - NBI NO. 18344 $ 8,604.00 6.00 $ 516.24 $ 9,120.24 0SSP $ 9,120.24 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0207 $ 9,120.24

2413407 0208 BRIDGE 'I' - NBI NO. 30053 $ 5,046.00 6.00 $ 302.76 $ 5,348.76 0SSP $ 5,348.76 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0208 $ 5,348.76

2413407 0209 BRIDGE 'J' - NBI NO. 30055 $ 5,470.00 6.00 $ 328.20 $ 5,798.20 0SSP $ 5,798.20 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0209 $ 5,798.20

2413407 0210 BRIDGE 'K' - NBI NO. 30056 $ 7,126.00 6.00 $ 427.56 $ 7,553.56 0SSP $ 7,553.56 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0210 $ 7,553.56

2413407 0211 BRIDGE 'L' - NBI NO. 30389 $ 9,914.00 6.00 $ 594.84 $ 10,508.84 0SSP $ 10,508.84 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0211 $ 10,508.84

2413407 0212 BRIDGE 'M' - NBI NO. 14146 $ 4,696.00 6.00 $ 281.76 $ 4,977.76 0SSP $ 4,977.76 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0212 $ 4,977.76

2413407 0300 TRAFFIC CONTROL $ 11,983.80 6.00 $ 719.03 $ 12,702.83 0SSP $ 12,702.82 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 12,702.82





================================================================ ESTIMATE TOTAL $ 129,493.62










0200 BRIDGE 'A' - NBI NO. 19241 $ 4,388.00 $ 263.28 $ 4,651.28 $ 4,651.280201 BRIDGE 'B' - NBI NO. 15160 $ 4,132.00 $ 247.92 $ 4,379.92 $ 4,379.920202 BRIDGE 'C' - NBI NO. 14432 $ 3,806.00 $ 228.36 $ 4,034.36 $ 4,034.360203 BRIDGE 'D' - NBI NO. 15139 $ 2,982.00 $ 178.92 $ 3,160.92 $ 3,160.920204 BRIDGE 'E' - NBI NO. 30828 $ 15,048.00 $ 902.88 $ 15,950.88 $ 15,950.880205 BRIDGE 'F' - NBI NO. 15162 $ 7,200.00 $ 432.00 $ 7,632.00 $ 7,632.000206 BRIDGE 'G' - NBI NO. 30477 $ 20,768.00 $ 1,246.08 $ 22,014.08 $ 22,014.080207 BRIDGE 'H' - NBI NO. 18344 $ 8,604.00 $ 516.24 $ 9,120.24 $ 9,120.240208 BRIDGE 'I' - NBI NO. 30053 $ 5,046.00 $ 302.76 $ 5,348.76 $ 5,348.760209 BRIDGE 'J' - NBI NO. 30055 $ 5,470.00 $ 328.20 $ 5,798.20 $ 5,798.200210 BRIDGE 'K' - NBI NO. 30056 $ 7,126.00 $ 427.56 $ 7,553.56 $ 7,553.560211 BRIDGE 'L' - NBI NO. 30389 $ 9,914.00 $ 594.84 $ 10,508.84 $ 10,508.840212 BRIDGE 'M' - NBI NO. 14146 $ 4,696.00 $ 281.76 $ 4,977.76 $ 4,977.760300 TRAFFIC CONTROL $ 11,983.80 $ 719.03 $ 12,702.83 $ 12,702.820640 CONSTRUCTION $ 11,000.00 $ 660.00 $ 11,660.00 $ 11,660.00 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 122,163.80 $ 7,329.83 $ 129,493.63 $ 129,493.62 ================================================================== PROJECT TOTALS $ 122,163.80 $ 7,329.83 $ 129,493.63 $ 129,493.63






PROJECT NUMBER : SSP-221B(030)RW PROJECT NAME : RIGHT-OF-WAY CLEARANCE

RIGHT-OF-WAY CLEARANCE


US-59: FROM 0.69 MILES SOUTH OF SH-127, EXTEND NORTH NEAR GROVE.


COUNTIES: DELAWARE ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160165 PROJECT NO.: SSP-221B(030)RW------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


SSP-221B(030)RW 2415008 B 87 733,000.00 43,980.00 776,980.00 0.00 776,980.00 ------------------------------------------------------------------------------- FUND CLASS 0SSP TOTALS 733,000.00 43,980.00 776,980.00 0.00 776,980.00

=============================================================================== ESTIMATE TOTALS 733,000.00 43,980.00 776,980.00 0.00 776,980.00


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160165 PCN : 2415008 PROJECT NO. : SSP-221B(030)RW CONTRACT ID : 160165-----------------------------------------------------------------------------------------------------------------------------------PCN : 2415008 RIGHT-OF-WAY CLEARANCE



CONSTRUCTION TYPE : ROWA RIGHT-OF-WAYWORK CLASSIFICATION : 1050 RIGHT-OF-WAY CAT LENGTH : 4.9500 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 619(G) 0094 RIGHT-OF-WAY CLEARANCE 1.000 LSUM 720,000.00000 720,000.000002 880(J) 8905 CONSTRUCTION TRAFFIC CONTROL 1.000 LSUM 13,000.00000 13,000.00

------------------------------------------ CATEGORY TOTAL $ 733,000.00





2415008 0640 CONSTRUCTION $ 733,000.00 6.00 $ 43,980.00 $ 776,980.00 0SSP $ 776,980.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0640 $ 776,980.00


================================================================ ESTIMATE TOTAL $ 776,980.00



PROJECT CONTROL NUMBER : 2415008PROJECT NUMBER : SSP-221B(030)RW------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------





PROJECT CONTROL NUMBER : 2415008PROJECT NUMBER : SSP-221B(030)RW------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0640 CONSTRUCTION $ 733,000.00 $ 43,980.00 $ 776,980.00 $ 776,980.00 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 733,000.00 $ 43,980.00 $ 776,980.00 $ 776,980.00 ================================================================== PROJECT TOTALS $ 733,000.00 $ 43,980.00 $ 776,980.00 $ 776,980.00






PROJECT NUMBER : SSP-221B(031)RW PROJECT NAME : RIGHT-OF-WAY CLEARANCE



US-59: FROM 2.92 MILES NORTH OF SH-20, EXTEND NORTH NEAR JAY.





ESTIMATE NUMBER : 160166 PROJECT NO.: SSP-221B(031)RW------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


SSP-221B(031)RW 2415107 B 87 141,000.00 8,460.00 149,460.00 0.00 149,460.00 ------------------------------------------------------------------------------- FUND CLASS 0SSP TOTALS 141,000.00 8,460.00 149,460.00 0.00 149,460.00

=============================================================================== ESTIMATE TOTALS 141,000.00 8,460.00 149,460.00 0.00 149,460.00


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160166 PCN : 2415107 PROJECT NO. : SSP-221B(031)RW CONTRACT ID : 160166-----------------------------------------------------------------------------------------------------------------------------------PCN : 2415107 RIGHT-OF-WAY CLEARANCE




------------------------------------------ CATEGORY TOTAL $ 141,000.00







================================================================ ESTIMATE TOTAL $ 149,460.00



PROJECT CONTROL NUMBER : 2415107PROJECT NUMBER : SSP-221B(031)RW------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------





PROJECT CONTROL NUMBER : 2415107PROJECT NUMBER : SSP-221B(031)RW------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0640 CONSTRUCTION $ 141,000.00 $ 8,460.00 $ 149,460.00 $ 149,460.00 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 141,000.00 $ 8,460.00 $ 149,460.00 $ 149,460.00 ================================================================== PROJECT TOTALS $ 141,000.00 $ 8,460.00 $ 149,460.00 $ 149,460.00






PROJECT NUMBER : ACNHPPI-3500(030)SS PROJECT NAME : RESURFACE (ASPHALT)

RESURFACE (ASPHALT)


I-35: FROM THE WASHITA RIVER, EXTEND NORTH NEAR PAOLI.

RESURFACE (OVERLAY)

COUNTIES: GARVIN MCCLAIN ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|






=============================================================================== ESTIMATE TOTALS 3,329,305.15 199,758.31 3,529,063.46 0.00 3,529,063.46


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160167 PCN : 3183804 PROJECT NO. : ACNHPPI-3500(030)SS CONTRACT ID : 160167-----------------------------------------------------------------------------------------------------------------------------------PCN : 3183804 RESURFACE (ASPHALT)



CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 7.4500 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 404(H) 4850 (SP)BITUMINOUS FRICTION SEAL 123,040.000 SY 1.25000 153,800.000002 407(D) 0401 (SP) NT TACK MATERIAL 33,259.000 GAL 4.00000 133,036.000003 411(C) 5950 SUPERPAVE, TYPE S4(PG 76-28 OK) 26,079.000 TON 87.00000 2,268,873.000004 412 5267 COLD MILLING PAVEMENT 221,733.000 SY 2.80000 620,852.40

------------------------------------------ CATEGORY TOTAL $ 3,176,561.40



CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0005 855(A) 8813 TRAFFIC STRIPE(PLASTIC)(6" WIDE) 178,325.000 LF 0.75000 133,743.750006 855(A) 8814 TRAFFIC STRIPE(PLASTIC)(8" WIDE) 4,000.000 LF 1.10000 4,400.000007 855(A) 8818 TRAFFIC STRIPE(PLASTIC)(12" WIDE) 1,800.000 LF 1.50000 2,700.00



CATEGORY : 0300 TRAFFIC-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0008 880(A) 8812 ARROW DISPLAY(TYPE C) 40.000 SD 10.00000 400.000009 880(J) 8905 CONSTRUCTION TRAFFIC CONTROL 1.000 LSUM 10,000.00000 10,000.000010 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 60.000 SD 25.00000 1,500.00

------------------------------------------ CATEGORY TOTAL $ 152,743.75






3183804 0300 TRAFFIC $ 152,743.75 6.00 $ 9,164.63 $ 161,908.38 0FED $ 161,908.38 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 161,908.38


================================================================ ESTIMATE TOTAL $ 3,529,063.46










0100 ROADWAY $ 3,176,561.40 $ 190,593.68 $ 3,367,155.08 $ 3,367,155.080300 TRAFFIC $ 152,743.75 $ 9,164.63 $ 161,908.38 $ 161,908.38 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 3,329,305.15 $ 199,758.31 $ 3,529,063.46 $ 3,529,063.46 ================================================================== PROJECT TOTALS $ 3,329,305.15 $ 199,758.31 $ 3,529,063.46 $ 3,529,063.46






PROJECT NUMBER : ACSTP-240C(046)SS PROJECT NAME : RESURFACE (ASPHALT)

RESURFACE (ASPHALT)


SH-112: FROM THE SH-120 JUNCTION, EXTEND NORTH NEAR POCOLA.

SURFACE

COUNTIES: LEFLORE ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|






=============================================================================== ESTIMATE TOTALS 2,517,357.90 151,041.47 2,668,399.37 0.00 2,668,399.37


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160168 PCN : 3184904 PROJECT NO. : ACSTP-240C(046)SS CONTRACT ID : 160168-----------------------------------------------------------------------------------------------------------------------------------PCN : 3184904 RESURFACE (ASPHALT)



CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 5.4700 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 44.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 407(B) 0250 TACK COAT 11,200.000 GAL 4.00000 44,800.000002 411(C) 5950 SUPERPAVE, TYPE S4(PG 76-28 OK) 20,900.000 TON 80.00000 1,672,000.000003 412 5267 COLD MILLING PAVEMENT 149,200.000 SY 4.00000 596,800.00

------------------------------------------ CATEGORY TOTAL $ 2,313,600.00



CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0004 413(A) 4861 RUMBLE STRIP-METHOD HMA-CON 30,466.000 LF 0.30000 9,139.800005 413(B) 4863 RUMBLE STRIP-METHOD HMA-CYC 60,932.000 LF 0.30000 18,279.600006 856(A) 8535 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) 137,637.000 LF 0.50000 68,818.500007 856(A) 8540 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) 1,600.000 LF 1.25000 2,000.00


April 06, 2016 PAGE NO. 2-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160168 PCN : 3184904 PROJECT NO. : ACSTP-240C(046)SS CONTRACT ID : 160168-----------------------------------------------------------------------------------------------------------------------------------PCN : 3184904 RESURFACE (ASPHALT)

CATEGORY : 0300 TRAFFIC-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0008 856(A) 8548 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) 1,800.000 LF 2.50000 4,500.000009 856(A) 8555 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) 122.000 LF 10.00000 1,220.000010 856(B) 8860 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) 24.000 EA 200.00000 4,800.000011 880(J) 8905 CONSTRUCTION TRAFFIC CONTROL 1.000 LSUM 20,000.00000 20,000.00

------------------------------------------ CATEGORY TOTAL $ 128,757.90




------------------------------------------ CATEGORY TOTAL $ 75,000.00









================================================================ ESTIMATE TOTAL $ 2,668,399.37










0100 ROADWAY $ 2,313,600.00 $ 138,816.00 $ 2,452,416.00 $ 2,452,416.000300 TRAFFIC $ 128,757.90 $ 7,725.47 $ 136,483.37 $ 136,483.370640 CONSTRUCTION $ 75,000.00 $ 4,500.00 $ 79,500.00 $ 79,500.00 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 2,517,357.90 $ 151,041.47 $ 2,668,399.37 $ 2,668,399.37 ================================================================== PROJECT TOTALS $ 2,517,357.90 $ 151,041.47 $ 2,668,399.37 $ 2,668,399.37






PROJECT NUMBER : ACSTP-241D(046)CI PROJECT NAME : BRIDGE AND APPROACHES



COUNTY ROAD (NS-338): OVER DEEF FORK RIVER, 0.8 MILES SOUTH OF SH-66 NEAR WELLSTON.


COUNTIES: LINCOLN ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160169 PROJECT NO.: ACSTP-241D(046)CI------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


ACSTP-241D(046)CI 3002004 B 11 1,307,307.00 78,018.42 1,385,325.42 0.00 1,385,325.42 ------------------------------------------------------------------------------- FUND CLASS 0FED TOTALS 1,307,307.00 78,018.42 1,385,325.42 0.00 1,385,325.42

FUND CLASS 9008 COUNTY BRIDGE PROGRAMS FUNDS, CBC

ACSTP-241D(046)CI 3002004 B 11 2,800.00 168.00 2,968.00 0.00 2,968.00 ------------------------------------------------------------------------------- FUND CLASS 9008 TOTALS 2,800.00 168.00 2,968.00 0.00 2,968.00

=============================================================================== ESTIMATE TOTALS 1,310,107.00 78,186.42 1,388,293.42 0.00 1,388,293.42


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160169 PCN : 3002004 PROJECT NO. : ACSTP-241D(046)CI CONTRACT ID : 160169-----------------------------------------------------------------------------------------------------------------------------------PCN : 3002004 BRIDGE AND APPROACHES



CONSTRUCTION TYPE : E000 GRAVEL OR STONEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.1370 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 30.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 10,000.00000 10,000.000002 202(H) 0185 EARTHWORK 1.000 LSUM 100,000.00000 100,000.000003 221(C) 2801 TEMPORARY SILT FENCE 1,600.000 LF 2.00000 3,200.000004 221(F) 0100 TEMPORARY SILT DIKE 200.000 LF 9.00000 1,800.000005 230(A) 2806 SOLID SLAB SODDING 5,100.000 SY 2.50000 12,750.000006 233(A) 2817 VEGETATIVE MULCHING 1.100 AC 2,000.00000 2,200.000007 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 548.000 TON 40.00000 21,920.000008 509(D) 0325 CLASS C CONCRETE 10.000 CY 350.00000 3,500.000009 613(B) 0690 24" CORR. GALV. STEEL PIPE 236.000 LF 35.00000 8,260.000010 613(L) 5730 24" PREFAB. CULVERT END SECTION, ROUND 4.000 EA 900.00000 3,600.000011 613(M) 7187 TYPE B4 CULVERT END TREATMENT 4.000 EA 1,500.00000 6,000.000012 629(E) 5048 REMOVE AND RESET MAILBOX 1.000 EA 100.00000 100.00

------------------------------------------ CATEGORY TOTAL $ 173,330.00





CONSTRUCTION TYPE : X021 HWY OVER WTRWAY CONCRETE GIRDER # OF SPANS : 3 BRIDGE ID : 31596WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 275.2200 CAT LENGTH : 0.0520 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 26.0000 CAT WIDTH : 26.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0013 501(B) 1307 SUBSTRUCTURE EXCAVATION COMMON 220.000 CY 20.00000 4,400.000014 503(A) 1313 PRESTRESSED CONCRETE BEAMS (TYPE IV) 807.000 LF 245.00000 197,715.000015 504(C) 6250 SEALED EXPANSION JOINT 66.200 LF 300.00000 19,860.000016 504(D) 6239 CONCRETE RAIL (TR3) 621.400 LF 80.00000 49,712.000017 506(A) 1322 STRUCTURAL STEEL 1,250.000 LB 3.00000 3,750.000018 507(A) 6172 WEATHERING STEEL FIXED BEARING ASSEMBLY 9.000 EA 800.00000 7,200.000019 507(B) 6176 WEATHERING STEEL EXPANSION BEARING ASSEMBLY 9.000 EA 800.00000 7,200.000020 509(A) 1326 CLASS AA CONCRETE 282.400 CY 700.00000 197,680.000021 509(B) 1328 CLASS A CONCRETE 79.400 CY 600.00000 47,640.000022 511(A) 1332 REINFORCING STEEL 80,480.000 LB 1.00000 80,480.000023 514(A) 6010 PILES, FURNISHED (HP 10X42) 132.000 LF 44.00000 5,808.000024 514(A) 6011 PILES, FURNISHED (HP 12X53) 414.000 LF 53.00000 21,942.000025 514(B) 6292 PILES, DRIVEN (HP 10X42) 132.000 LF 19.00000 2,508.000026 514(B) 6294 PILES, DRIVEN (HP 12X53) 414.000 LF 23.00000 9,522.000027 514(L) 6220 PILE SPLICE, H-PILE (NON-BIDDABLE) 1.000 EA 400.00000 400.000028 516(A) 6096 DRILLED SHAFTS 60" DIAMETER 132.000 LF 800.00000 105,600.000029 601(B) 1353 TYPE I-A PLAIN RIPRAP 2,500.000 TON 70.00000 175,000.000030 601(C) 1355 TYPE I-A FILTER BLANKET 580.000 TON 62.00000 35,960.000031 619(B) 6364 REMOVAL OF EXISTING RIPRAP 1.000 LSUM 10,000.00000 10,000.000032 619(D) 1397 REMOVAL OF EXISTING BRIDGE STRUCTURE 1.000 LSUM 40,000.00000 40,000.000033 623(F) 5686 GUARDRAIL ANCHOR UNIT (TYPE D-BF) 4.000 EA 1,900.00000 7,600.000034 623(F) 6029 GUARDRAIL ANCHOR UNIT (TYPE A) 4.000 EA 2,000.00000 8,000.000035 880(J) 8905 CONSTRUCTION TRAFFIC CONTROL 1.000 LSUM 5,000.00000 5,000.00

------------------------------------------ CATEGORY TOTAL $ 1,042,977.00






------------------------------------------ CATEGORY TOTAL $ 7,000.00




------------------------------------------ CATEGORY TOTAL $ 84,000.00



CATEGORY : 0900 NON PARTICIPATING - INSERTS FUNDING SOURCE(S) AND PARTICIPATION :

9008 COUNTY BRIDGE PROGRAMS FUNDS, CBC 100.00 %

CONSTRUCTION TYPE : K000 ALL OTHERSWORK CLASSIFICATION : 0900 UTILITY F/A BY THIRD PARTY CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0039 504 6176 INSERTS 28.000 EA 100.00000 2,800.00

------------------------------------------ CATEGORY TOTAL $ 2,800.00





3002004 0100 ROADWAY $ 173,330.00 6.00 $ 10,399.80 $ 183,729.80 0FED $ 183,729.80 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 183,729.80

3002004 0200 BRIDGE "A" - NBI NO. 01166 $ 1,042,977.00 6.00 $ 62,578.62 $ 1,105,555.62 0FED $ 1,105,555.62 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 1,105,555.62



3002004 0900 NON PARTICIPATING - INSERTS $ 2,800.00 6.00 $ 168.00 $ 2,968.00 9008 $ 2,968.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0900 $ 2,968.00


================================================================ ESTIMATE TOTAL $ 1,388,293.42



PROJECT CONTROL NUMBER : 3002004PROJECT NUMBER : ACSTP-241D(046)CI------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------




000 $ 2,800.00 $ 168.00 $ 2,968.00 $ 2,968.00 ------------------------------------------------------------------ FUND CLASS 9008 TOTALS $ 2,800.00 $ 168.00 $ 2,968.00 $ 2,968.00 ================================================================== PROJECT TOTALS $ 1,310,107.00 $ 78,186.42 $ 1,388,293.42 $ 1,388,293.42



PROJECT CONTROL NUMBER : 3002004PROJECT NUMBER : ACSTP-241D(046)CI------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY $ 173,330.00 $ 10,399.80 $ 183,729.80 $ 183,729.800200 BRIDGE "A" - NBI NO. 01166 $ 1,042,977.00 $ 62,578.62 $ 1,105,555.62 $ 1,105,555.620600 STAKING $ 7,000.00 $ 0.00 $ 7,000.00 $ 7,000.000640 CONSTRUCTION $ 84,000.00 $ 5,040.00 $ 89,040.00 $ 89,040.00 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 1,307,307.00 $ 78,018.42 $ 1,385,325.42 $ 1,385,325.42


0900 NON PARTICIPATING - INSERTS $ 2,800.00 $ 168.00 $ 2,968.00 $ 2,968.00 ------------------------------------------------------------------ FUND CLASS 9008 TOTALS $ 2,800.00 $ 168.00 $ 2,968.00 $ 2,968.00 ================================================================== PROJECT TOTALS $ 1,310,107.00 $ 78,186.42 $ 1,388,293.42 $ 1,388,293.42







RESURFACE (ASPHALT)


I-40: FROM THE OKMULGEE COUNTY LINE, EXTEND EAST NEAR CHECOTAH.

RESURFACE (OVERLAY)

COUNTIES: MCINTOSH ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|






=============================================================================== ESTIMATE TOTALS 15,623,759.40 935,625.56 16,559,384.96 0.00 16,559,384.96





CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 7.9710 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 38.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 50,000.00000 50,000.000002 202(D) 0184 UNCLASSIFIED BORROW 4,415.000 CY 7.00000 30,905.000003 221(C) 2801 TEMPORARY SILT FENCE 166,734.000 LF 1.25000 208,417.500004 221(F) 0100 TEMPORARY SILT DIKE 4,956.000 LF 5.00000 24,780.000005 230(A) 2806 SOLID SLAB SODDING 1,000.000 SY 1.50000 1,500.000006 232(B) 2814 SEEDING METHOD B 19.810 AC 425.00000 8,419.250007 233(A) 2817 VEGETATIVE MULCHING 19.810 AC 300.00000 5,943.000008 241 2832 MOWING 39.620 AC 40.00000 1,584.800009 407(B) 0250 TACK COAT 70,621.000 GAL 2.50000 176,552.500010 411(B) 5935 SUPERPAVE, TYPE S3(PG 76-28 OK) 76,941.000 TON 75.00000 5,770,575.000011 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 23,971.000 TON 65.00000 1,558,115.000012 411(C) 5950 SUPERPAVE, TYPE S4(PG 76-28 OK) 29,743.000 TON 80.00000 2,379,440.000013 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) 13,422.000 TON 70.00000 939,540.000014 412 5267 COLD MILLING PAVEMENT 367,737.000 SY 2.50000 919,342.500015 611(G) 6002 INLET (SMD-TYPE 2) 4.000 EA 2,700.00000 10,800.000016 613(M) 7187 TYPE B4 CULVERT END TREATMENT 5.000 EA 1,000.00000 5,000.000017 613(M) 7188 TYPE C4 CULVERT END TREATMENT 2.000 EA 1,400.00000 2,800.000018 613(W) 4502 30" JACKED CONDUIT 539.000 LF 400.00000 215,600.000019 613(W) 4504 36" JACKED CONDUIT 85.000 LF 700.00000 59,500.000020 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 25,000.00000 25,000.000021 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 4,545.000 SY 2.75000 12,498.750022 619(B) 4780 REMOVAL OF GUARDRAIL 5,943.000 LF 3.00000 17,829.000023 623(A) 0932 BEAM GUARDRAIL W-BEAM SINGLE 5,675.000 LF 17.00000 96,475.000024 623(F) 5686 GUARDRAIL ANCHOR UNIT (TYPE D-BF) 4.000 EA 2,000.00000 8,000.000025 623(F) 8300 GUARDRAIL TRAIL END TURNDOWN (31") 1.000 EA 895.00000 895.00



CATEGORY : 0100 ROADWAY-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0026 623(G) 8571 GUARDRAIL END TREATMENT (GET) 4.000 EA 2,150.00000 8,600.000027 623(G) 8590 GUARDRAIL END TREATMENT (31") 13.000 EA 2,500.00000 32,500.000028 623(I) 8700 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") 4.000 EA 1,900.00000 7,600.000029 624(A) 4281 FENCE-STYLE WWF 90,577.000 LF 4.25000 384,952.250030 853 9066 GUARDRAIL DELINEATORS(TYPE 1, CODE 1) 124.000 EA 10.00000 1,240.00

------------------------------------------ CATEGORY TOTAL $ 12,964,404.55



CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0031 857(A) 8839 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) 290,000.000 LF 0.15000 43,500.000032 857(E) 8887 (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX 11,210.000 EA 0.50000 5,605.00 TAB)TYPE 2-10033 857(F) 8006 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) 1,500.000 LF 1.25000 1,875.000034 871(B) 8705 (SP)CONST.ZONE IMPACT ATTEN. 210.000 SD 9.00000 1,890.000035 876(A) 8482 (PL)TRUCK MOUNTED ATTENUATOR 210.000 SD 16.00000 3,360.000036 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER 42,437.500 LF 24.00000 1,018,500.000037 877(C) 8486 RELOCATION OF PORTABLE LONGITUDINAL BARRIER 126,812.500 LF 4.00000 507,250.000038 880(A) 8812 ARROW DISPLAY(TYPE C) 210.000 SD 16.00000 3,360.000039 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 4,200.000 SD 0.70000 2,940.00



CATEGORY : 0300 TRAFFIC CONTROL-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0040 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 18,480.000 SD 1.50000 27,720.000041 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 24,780.000 SD 2.00000 49,560.000042 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 2,100.000 SD 0.50000 1,050.000043 880(C) 8848 WING BARRICADES 840.000 SD 1.00000 840.000044 880(E) 8860 WARNING LIGHTS(TYPE A) 7,560.000 SD 0.20000 1,512.000045 880(F) 8878 DRUMS 5,460.000 SD 0.20000 1,092.000046 880(G) 8890 CHANNELIZER CONES 5,250.000 SD 0.25000 1,312.500047 880(L) 8911 TRAFFIC SURVEILLANCE, POLICE 500.000 HOUR 55.00000 27,500.000048 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 896.000 SD 16.00000 14,336.00

------------------------------------------ CATEGORY TOTAL $ 1,713,202.50



CONSTRUCTION TYPE : Y002 TRAFFIC SIGNSWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0049 413(A) 4861 RUMBLE STRIP-METHOD HMA-CON 164,660.000 LF 0.20000 32,932.000050 804(A) 2915 STRUCTURAL CONCRETE 24.360 CY 515.00000 12,545.400051 804(B) 2916 REINFORCING STEEL 3,914.000 LB 1.60000 6,262.400052 805(A) 8722 (PL)REMOVAL OF EXISTING SIGNS 1.000 LSUM 4,000.00000 4,000.000053 850(A) 8110 SHEET ALUMINUM SIGNS 625.160 SF 15.00000 9,377.400054 850(B) 8112 EXTRUDED ALUMINUM PANEL SIGNS 1,145.750 SF 25.00000 28,643.75



CATEGORY : 0301 TRAFFIC SIGNING AND STRIPING-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0055 851(A) 3206 4"@13 GALV.STEEL WIDE FLANGE BEAM POST 72.000 LF 21.00000 1,512.000056 851(A) 3207 6"@15 GALV.STEEL WIDE FLANGE BEAM POST 395.300 LF 22.00000 8,696.600057 851(A) 3208 6"@20 GALV.STEEL WIDE FLANGE BEAM POST 91.200 LF 24.00000 2,188.800058 851(B) 3217 2 1/2"@5.79 GALV.STEEL PIPE POST 264.000 LF 20.00000 5,280.000059 851(B) 3218 3"@7.58 GALV.STEEL PIPE POST 72.000 LF 21.00000 1,512.000060 851(B) 3219 3 1/2"@9.11 GALV.STEEL PIPE POST 176.000 LF 22.00000 3,872.000061 851(C) 8324 2" SQUARE TUBE POST 615.000 LF 6.00000 3,690.000062 853 9024 DELINEATORS(TYPE 1, CODE 1) 160.000 EA 14.00000 2,240.000063 856(A) 8535 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) 192,000.000 LF 0.55000 105,600.000064 856(A) 8540 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) 3,000.000 LF 2.00000 6,000.000065 856(A) 8548 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) 1,320.000 LF 2.50000 3,300.00

------------------------------------------ CATEGORY TOTAL $ 237,652.35




------------------------------------------ CATEGORY TOTAL $ 30,000.00






------------------------------------------ CATEGORY TOTAL $ 678,500.00






2628904 0300 TRAFFIC CONTROL $ 1,713,202.50 6.00 $ 102,792.15 $ 1,815,994.65 0FED $ 1,815,994.65 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 1,815,994.65

2628904 0301 TRAFFIC SIGNING AND STRIPING $ 237,652.35 6.00 $ 14,259.14 $ 251,911.49 0FED $ 251,911.49 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0301 $ 251,911.49




================================================================ ESTIMATE TOTAL $ 16,559,384.96










0100 ROADWAY $ 12,964,404.55 $ 777,864.27 $ 13,742,268.82 $ 13,742,268.820300 TRAFFIC CONTROL $ 1,713,202.50 $ 102,792.15 $ 1,815,994.65 $ 1,815,994.650301 TRAFFIC SIGNING AND STRIPING $ 237,652.35 $ 14,259.14 $ 251,911.49 $ 251,911.490600 STAKING $ 30,000.00 $ 0.00 $ 30,000.00 $ 30,000.000640 CONSTRUCTION $ 678,500.00 $ 40,710.00 $ 719,210.00 $ 719,210.00 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 15,623,759.40 $ 935,625.56 $ 16,559,384.96 $ 16,559,384.96 ================================================================== PROJECT TOTALS $ 15,623,759.40 $ 935,625.56 $ 16,559,384.96 $ 16,559,384.96






PROJECT NUMBER : CIRB-249D(027)RB PROJECT NAME : RESURFACE (ASPHALT)

RESURFACE (ASPHALT)


COUNTY ROAD (EW-59/OLD SH-33): FROM US-69, EXTEND WEST NEAR CHOUTEAU.

RESURFACE (OVERLAY)

COUNTIES: MAYES ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160171 PROJECT NO.: CIRB-249D(027)RB------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------

FUND CLASS CIRB CIRB FUNDS

CIRB-249D(027)RB 3010204 B 18 1,627,786.20 97,367.17 1,725,153.37 0.00 1,725,153.37 ------------------------------------------------------------------------------- FUND CLASS CIRB TOTALS 1,627,786.20 97,367.17 1,725,153.37 0.00 1,725,153.37

=============================================================================== ESTIMATE TOTALS 1,627,786.20 97,367.17 1,725,153.37 0.00 1,725,153.37


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160171 PCN : 3010204 PROJECT NO. : CIRB-249D(027)RB CONTRACT ID : 160171-----------------------------------------------------------------------------------------------------------------------------------PCN : 3010204 RESURFACE (ASPHALT)


CIRB CIRB FUNDS 100.00 %

CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 5.4330 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 24.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 202(A) 0183 UNCLASSIFIED EXCAVATION 532.000 CY 15.00000 7,980.000002 303(A) 2100 AGGREGATE BASE TYPE A 397.000 CY 67.00000 26,599.000003 325 5271 SEPARATOR FABRIC 1,778.000 SY 1.60000 2,844.800004 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 1,552.000 TON 25.00000 38,800.000005 407(B) 0250 TACK COAT 478.000 GAL 3.00000 1,434.000006 408 5774 PRIME COAT 1,016.000 GAL 7.50000 7,620.000007 409(A) 4242 FABRIC REINFORCEMENT 75,783.000 SY 3.10000 234,927.300008 409(B) 4268 BITUMINOUS BINDER 15,157.000 GAL 3.70000 56,080.900009 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 379.000 TON 85.00000 32,215.000010 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) 13,314.000 TON 80.00000 1,065,120.000011 411(H) 6210 SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) 20.000 TON 110.00000 2,200.000012 411(I) 6310 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) 20.000 TON 140.00000 2,800.000013 412 5267 COLD MILLING PAVEMENT 267.000 SY 1.50000 400.500014 414(A) 0210 P.C.CONCRETE PAVEMENT(PLACEMENT) 27.000 SY 40.00000 1,080.000015 414(G) 5275 P.C. CONCRETE FOR PAVEMENT 6.000 CY 110.00000 660.000016 416 0100 DOWEL BAR RETROFIT 58.000 EA 25.00000 1,450.00

------------------------------------------ CATEGORY TOTAL $ 1,482,211.50





CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0017 805(A) 8722 (PL)REMOVAL OF EXISTING SIGNS 1.000 LSUM 1,000.00000 1,000.000018 850(A) 8110 SHEET ALUMINUM SIGNS 341.900 SF 12.00000 4,102.800019 851(C) 8324 2" SQUARE TUBE POST 821.000 LF 7.60000 6,239.600020 856(A) 8530 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) 78,961.000 LF 0.30000 23,688.300021 856(B) 8525 TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, 4.000 EA 136.00000 544.00 WORDS. ETC.)0022 880(J) 8905 CONSTRUCTION TRAFFIC CONTROL 1.000 LSUM 15,000.00000 15,000.00

------------------------------------------ CATEGORY TOTAL $ 50,574.70







------------------------------------------ CATEGORY TOTAL $ 5,000.00




------------------------------------------ CATEGORY TOTAL $ 90,000.00





3010204 0100 ROADWAY $ 1,482,211.50 6.00 $ 88,932.69 $ 1,571,144.19 CIRB $ 1,571,144.19 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 1,571,144.19

3010204 0300 TRAFFIC $ 50,574.70 6.00 $ 3,034.48 $ 53,609.18 CIRB $ 53,609.18 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 53,609.18

3010204 0600 STAKING $ 5,000.00 0.00 $ 0.00 $ 5,000.00 CIRB $ 5,000.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0600 $ 5,000.00

3010204 0640 CONSTRUCTION $ 90,000.00 6.00 $ 5,400.00 $ 95,400.00 CIRB $ 95,400.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0640 $ 95,400.00


================================================================ ESTIMATE TOTAL $ 1,725,153.37



PROJECT CONTROL NUMBER : 3010204PROJECT NUMBER : CIRB-249D(027)RB------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


000 $ 1,627,786.20 $ 97,367.17 $ 1,725,153.37 $ 1,725,153.37 ------------------------------------------------------------------ FUND CLASS CIRB TOTALS $ 1,627,786.20 $ 97,367.17 $ 1,725,153.37 $ 1,725,153.37 ================================================================== PROJECT TOTALS $ 1,627,786.20 $ 97,367.17 $ 1,725,153.37 $ 1,725,153.37



PROJECT CONTROL NUMBER : 3010204PROJECT NUMBER : CIRB-249D(027)RB------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY $ 1,482,211.50 $ 88,932.69 $ 1,571,144.19 $ 1,571,144.190300 TRAFFIC $ 50,574.70 $ 3,034.48 $ 53,609.18 $ 53,609.180600 STAKING $ 5,000.00 $ 0.00 $ 5,000.00 $ 5,000.000640 CONSTRUCTION $ 90,000.00 $ 5,400.00 $ 95,400.00 $ 95,400.00 ------------------------------------------------------------------ FUND CLASS CIRB TOTALS $ 1,627,786.20 $ 97,367.17 $ 1,725,153.37 $ 1,725,153.37 ================================================================== PROJECT TOTALS $ 1,627,786.20 $ 97,367.17 $ 1,725,153.37 $ 1,725,153.37






PROJECT NUMBER : CIRB-251D(052)RB PROJECT NAME : BRIDGE AND APPROACHES



COUNTY RD (NS-436): OVER SOUTH FORK CREEK, 6.0 MILES NORTH OF THE SH-2 JUNCTION NEAR PORUM.


COUNTIES: MUSKOGEE ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160172 PROJECT NO.: CIRB-251D(052)RB------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


CIRB-251D(052)RB 2851804 B 11 587,291.89 34,637.51 621,929.40 0.00 621,929.40 ------------------------------------------------------------------------------- FUND CLASS CIRB TOTALS 587,291.89 34,637.51 621,929.40 0.00 621,929.40

=============================================================================== ESTIMATE TOTALS 587,291.89 34,637.51 621,929.40 0.00 621,929.40


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160172 PCN : 2851804 PROJECT NO. : CIRB-251D(052)RB CONTRACT ID : 160172-----------------------------------------------------------------------------------------------------------------------------------PCN : 2851804 BRIDGE AND APPROACHES



CONSTRUCTION TYPE : E000 GRAVEL OR STONEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.1890 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 26.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 20,000.00000 20,000.000002 202(D) 0184 UNCLASSIFIED BORROW 9,942.000 CY 10.40000 103,396.800003 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 10,000.00000 10,000.000004 221(C) 2801 TEMPORARY SILT FENCE 618.000 LF 2.70000 1,668.600005 221(F) 0100 TEMPORARY SILT DIKE 126.000 LF 8.70000 1,096.200006 230(A) 2806 SOLID SLAB SODDING 8,500.000 SY 2.40000 20,400.000007 233(A) 2817 VEGETATIVE MULCHING 1.600 AC 1,000.00000 1,600.000008 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 750.000 TON 30.00000 22,500.000009 509(D) 0325 CLASS C CONCRETE 10.000 CY 350.00000 3,500.000010 623(A) 0932 BEAM GUARDRAIL W-BEAM SINGLE 200.000 LF 20.00000 4,000.000011 623(F) 4446 GUARDRAIL ANCHOR UNIT (TYPE A) 4.000 EA 1,528.00000 6,112.000012 623(F) 5686 GUARDRAIL ANCHOR UNIT (TYPE D-BF) 4.000 EA 1,867.00000 7,468.000013 850(A) 8110 SHEET ALUMINUM SIGNS 12.500 SF 22.50000 281.250014 851(C) 8324 2" SQUARE TUBE POST 30.000 LF 15.00000 450.000015 880(J) 8905 CONSTRUCTION TRAFFIC CONTROL 1.000 LSUM 5,000.00000 5,000.00

------------------------------------------ CATEGORY TOTAL $ 207,472.85



CATEGORY : 0200 BRIDGE FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X081 HWY OVER WTRWAY CONC. PRESTRESSED GIRDER # OF SPANS : 1 BRIDGE ID : 02262WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 98.1700 CAT LENGTH : 0.0190 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 26.0000 CAT WIDTH : 26.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0016 303(A) 2100 AGGREGATE BASE TYPE A 88.000 CY 63.00000 5,544.000017 501(B) 1307 SUBSTRUCTURE EXCAVATION COMMON 190.000 CY 12.80000 2,432.000018 503(A) 1313 PRESTRESSED CONCRETE BEAMS (TYPE IV) 284.000 LF 230.00000 65,320.000019 504(D) 6239 CONCRETE RAIL (TR3) 256.400 LF 74.80000 19,178.720020 506(A) 1322 STRUCTURAL STEEL 510.000 LB 4.00000 2,040.000021 507(A) 6172 WEATHERING STEEL FIXED BEARING ASSEMBLY 3.000 EA 976.50000 2,929.500022 507(B) 6176 WEATHERING STEEL EXPANSION BEARING ASSEMBLY 3.000 EA 1,057.50000 3,172.500023 509(A) 1326 CLASS AA CONCRETE 75.400 CY 674.60000 50,864.840024 509(B) 1328 CLASS A CONCRETE 69.800 CY 594.10000 41,468.180025 511(A) 1332 REINFORCING STEEL 28,782.000 LB 1.00000 28,782.000026 514(A) 6010 PILES, FURNISHED (HP 10X42) 70.000 LF 35.70000 2,499.000027 514(A) 6011 PILES, FURNISHED (HP 12X53) 210.000 LF 43.40000 9,114.000028 514(B) 6292 PILES, DRIVEN (HP 10X42) 70.000 LF 13.20000 924.000029 514(B) 6294 PILES, DRIVEN (HP 12X53) 210.000 LF 12.30000 2,583.000030 514(K) 6260 (PL)PILOT HOLES 80.500 LF 175.00000 14,087.500031 514(L) 6220 PILE SPLICE, H-PILE (NON-BIDDABLE) 1.000 EA 400.00000 400.000032 601(B) 1353 TYPE I-A PLAIN RIPRAP 1,169.000 TON 35.00000 40,915.000033 601(C) 1355 TYPE I-A FILTER BLANKET 208.000 TON 31.80000 6,614.400034 613(H) 6204 6" PERFORATED PIPE UNDERDRAIN ROUND 52.000 LF 25.90000 1,346.800035 613(I) 6207 6" NON-PERF.PIPE UNDERDRAIN RND. 76.000 LF 21.10000 1,603.600036 619(D) 1397 REMOVAL OF EXISTING BRIDGE STRUCTURE 1.000 LSUM 15,000.00000 15,000.00

------------------------------------------ CATEGORY TOTAL $ 316,819.04






------------------------------------------ CATEGORY TOTAL $ 10,000.00




------------------------------------------ CATEGORY TOTAL $ 53,000.00





2851804 0100 ROADWAY $ 207,472.85 6.00 $ 12,448.37 $ 219,921.22 CIRB $ 219,921.22 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 219,921.22

2851804 0200 BRIDGE $ 316,819.04 6.00 $ 19,009.14 $ 335,828.18 CIRB $ 335,828.18 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 335,828.18




================================================================ ESTIMATE TOTAL $ 621,929.40



PROJECT CONTROL NUMBER : 2851804PROJECT NUMBER : CIRB-251D(052)RB------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


000 $ 587,291.89 $ 34,637.51 $ 621,929.40 $ 621,929.40 ------------------------------------------------------------------ FUND CLASS CIRB TOTALS $ 587,291.89 $ 34,637.51 $ 621,929.40 $ 621,929.40 ================================================================== PROJECT TOTALS $ 587,291.89 $ 34,637.51 $ 621,929.40 $ 621,929.40



PROJECT CONTROL NUMBER : 2851804PROJECT NUMBER : CIRB-251D(052)RB------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY $ 207,472.85 $ 12,448.37 $ 219,921.22 $ 219,921.220200 BRIDGE $ 316,819.04 $ 19,009.14 $ 335,828.18 $ 335,828.180600 STAKING $ 10,000.00 $ 0.00 $ 10,000.00 $ 10,000.000640 CONSTRUCTION $ 53,000.00 $ 3,180.00 $ 56,180.00 $ 56,180.00 ------------------------------------------------------------------ FUND CLASS CIRB TOTALS $ 587,291.89 $ 34,637.51 $ 621,929.40 $ 621,929.40 ================================================================== PROJECT TOTALS $ 587,291.89 $ 34,637.51 $ 621,929.40 $ 621,929.40






PROJECT NUMBER : NHPP-251N(055)SS PROJECT NAME : BRIDGE PAINTING

BRIDGE PAINTING


US-64: OVER THE UNION PACIFIC RAILROAD, 0.2 MILES SOUTH OF THE US-165 JUNCTION IN MUSKOGEE.

BRIDGE PAINTING




ESTIMATE NUMBER : 160173 PROJECT NO.: NHPP-251N(055)SS------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


NHPP-251N(055)SS 3064904 B 14 395,813.00 23,748.78 419,561.78 0.00 419,561.78 ------------------------------------------------------------------------------- FUND CLASS 0FED TOTALS 395,813.00 23,748.78 419,561.78 0.00 419,561.78

=============================================================================== ESTIMATE TOTALS 395,813.00 23,748.78 419,561.78 0.00 419,561.78


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160173 PCN : 3064904 PROJECT NO. : NHPP-251N(055)SS CONTRACT ID : 160173-----------------------------------------------------------------------------------------------------------------------------------PCN : 3064904 BRIDGE PAINTING

CATEGORY : 0200 BRIDGE "A" - NBI# 17347 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X131 HWY OVER RR STEEL GIRDER # OF SPANS : BRIDGE ID : 17347WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 0.0000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 38.8300 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 512(A) 1323 PAINTING EXISTING STRUCTURES 1.000 LSUM 170,000.00000 170,000.000002 512(B) 6303 COLLECTION AND HANDLING OF WASTE 1.000 LSUM 30,000.00000 30,000.00

------------------------------------------ CATEGORY TOTAL $ 200,000.00

CATEGORY : 0201 BRIDGE "B" - NBI# 17346 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X131 HWY OVER RR STEEL GIRDER # OF SPANS : BRIDGE ID : 17346WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 0.0000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 30.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0003 512(A) 1323 PAINTING EXISTING STRUCTURES 1.000 LSUM 110,000.00000 110,000.000004 512(B) 6303 COLLECTION AND HANDLING OF WASTE 1.000 LSUM 20,000.00000 20,000.00

------------------------------------------ CATEGORY TOTAL $ 130,000.00





CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0005 104 0955 (SP) RAILROAD FLAGGING(NON-BIDDABLE) 40.000 DAY 650.00000 26,000.000006 876(A) 8482 (PL)TRUCK MOUNTED ATTENUATOR 60.000 SD 26.00000 1,560.000007 880(A) 8812 ARROW DISPLAY(TYPE C) 60.000 SD 10.00000 600.000008 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 720.000 SD 0.40000 288.000009 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 1,400.000 SD 1.40000 1,960.000010 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 900.000 SD 2.30000 2,070.000011 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 360.000 SD 0.50000 180.000012 880(C) 8848 WING BARRICADES 120.000 SD 2.00000 240.000013 880(E) 8860 WARNING LIGHTS(TYPE A) 1,380.000 SD 0.10000 138.000014 880(F) 8878 DRUMS 2,160.000 SD 0.15000 324.000015 880(G) 8890 CHANNELIZER CONES 1,500.000 SD 0.15000 225.000016 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 104.000 SD 7.00000 728.00

------------------------------------------ CATEGORY TOTAL $ 34,313.00






------------------------------------------ CATEGORY TOTAL $ 31,500.00





3064904 0200 BRIDGE "A" - NBI# 17347 $ 200,000.00 6.00 $ 12,000.00 $ 212,000.00 0FED $ 212,000.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 212,000.00

3064904 0201 BRIDGE "B" - NBI# 17346 $ 130,000.00 6.00 $ 7,800.00 $ 137,800.00 0FED $ 137,800.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0201 $ 137,800.00




================================================================ ESTIMATE TOTAL $ 419,561.78



PROJECT CONTROL NUMBER : 3064904PROJECT NUMBER : NHPP-251N(055)SS------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------





PROJECT CONTROL NUMBER : 3064904PROJECT NUMBER : NHPP-251N(055)SS------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0200 BRIDGE "A" - NBI# 17347 $ 200,000.00 $ 12,000.00 $ 212,000.00 $ 212,000.000201 BRIDGE "B" - NBI# 17346 $ 130,000.00 $ 7,800.00 $ 137,800.00 $ 137,800.000300 TRAFFIC CONTROL $ 34,313.00 $ 2,058.78 $ 36,371.78 $ 36,371.780640 CONSTRUCTION $ 31,500.00 $ 1,890.00 $ 33,390.00 $ 33,390.00 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 395,813.00 $ 23,748.78 $ 419,561.78 $ 419,561.78 ================================================================== PROJECT TOTALS $ 395,813.00 $ 23,748.78 $ 419,561.78 $ 419,561.78






PROJECT NUMBER : HSIP-251C(049)TR PROJECT NAME : SAFETY IMPROVEMENT (SCHOOL SIGNS)

SAFETY IMPROVEMENT (SCHOOL SIGNS)


SH-72: FROM 1ST STREET, EXTEND NORTH IN THE TOWN OF COUNCIL HILL.

SCHOOL SIGNS




ESTIMATE NUMBER : 160174 PROJECT NO.: HSIP-251C(049)TR------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


HSIP-251C(049)TR 3232604 B 54 25,716.59 1,542.99 27,259.58 0.00 27,259.58 ------------------------------------------------------------------------------- FUND CLASS 0FED TOTALS 25,716.59 1,542.99 27,259.58 0.00 27,259.58

=============================================================================== ESTIMATE TOTALS 25,716.59 1,542.99 27,259.58 0.00 27,259.58


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160174 PCN : 3232604 PROJECT NO. : HSIP-251C(049)TR CONTRACT ID : 160174-----------------------------------------------------------------------------------------------------------------------------------PCN : 3232604 SAFETY IMPROVEMENT (SCHOOL SIGNS)



CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 880(I) 8902 FLAGGER 15.000 SD 180.00000 2,700.000002 880(J) 8905 CONSTRUCTION TRAFFIC CONTROL 1.000 LSUM 5,000.00000 5,000.000003 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 58.000 SD 15.50000 899.00

------------------------------------------ CATEGORY TOTAL $ 8,599.00

CATEGORY : 0301 SIGNING AND STRIPING FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y002 TRAFFIC SIGNSWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0004 805(A) 8724 (PL)REMOVAL OF EXISTING SIGNS 5.000 EA 285.65000 1,428.250005 836 8425 REGULATORY OR WARNING SIGN ASSEMBLY 2.000 EA 2,570.50000 5,141.000006 850(A) 8110 SHEET ALUMINUM SIGNS 55.000 SF 24.17000 1,329.350007 851(C) 8330 2 1/2" SQUARE TUBE POST 83.000 LF 9.40000 780.20



CATEGORY : 0301 SIGNING AND STRIPING-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0008 856(A) 8555 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) 48.000 LF 10.00000 480.000009 857(F) 8006 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) 48.000 LF 0.20000 9.60

------------------------------------------ CATEGORY TOTAL $ 9,168.40

CATEGORY : 0305 SIGNALS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y031 TRAFFIC SIGNALSWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0010 827 8623 SOLID STATE FLASHER CONTROLLER(TYPE II) 2.000 EA 1,961.46000 3,922.920011 831 8301 1WAY 1SEC. ADJ. SIG. HD. S-22 6.000 EA 281.40000 1,688.40

------------------------------------------ CATEGORY TOTAL $ 5,611.32






------------------------------------------ CATEGORY TOTAL $ 2,337.87





3232604 0300 TRAFFIC CONTROL $ 8,599.00 6.00 $ 515.94 $ 9,114.94 0FED $ 9,114.94 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 9,114.94

3232604 0301 SIGNING AND STRIPING $ 9,168.40 6.00 $ 550.10 $ 9,718.50 0FED $ 9,718.50 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0301 $ 9,718.50

3232604 0305 SIGNALS $ 5,611.32 6.00 $ 336.68 $ 5,948.00 0FED $ 5,947.99 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0305 $ 5,947.99

3232604 0640 CONSTRUCTION $ 2,337.87 6.00 $ 140.27 $ 2,478.14 0FED $ 2,478.14 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0640 $ 2,478.14


================================================================ ESTIMATE TOTAL $ 27,259.58



PROJECT CONTROL NUMBER : 3232604PROJECT NUMBER : HSIP-251C(049)TR------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------





PROJECT CONTROL NUMBER : 3232604PROJECT NUMBER : HSIP-251C(049)TR------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0300 TRAFFIC CONTROL $ 8,599.00 $ 515.94 $ 9,114.94 $ 9,114.940301 SIGNING AND STRIPING $ 9,168.40 $ 550.10 $ 9,718.50 $ 9,718.500305 SIGNALS $ 5,611.32 $ 336.68 $ 5,948.00 $ 5,947.990640 CONSTRUCTION $ 2,337.87 $ 140.27 $ 2,478.14 $ 2,478.14 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 25,716.59 $ 1,542.99 $ 27,259.58 $ 27,259.58 ================================================================== PROJECT TOTALS $ 25,716.59 $ 1,542.99 $ 27,259.58 $ 27,259.58







RESURFACE (ASPHALT)


I-40: FROM 0.7 MILES WEST OF SH-27, EXTEND EAST NEAR OKEMAH.

RESURFACE (OVERLAY)

COUNTIES: OKFUSKEE ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|






=============================================================================== ESTIMATE TOTALS 2,059,906.20 123,594.37 2,183,500.57 0.00 2,183,500.57





CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 5.9700 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 407(B) 0250 TACK COAT 12,886.000 GAL 2.30000 29,637.800002 411(C) 5950 SUPERPAVE, TYPE S4(PG 76-28 OK) 19,365.000 TON 85.00000 1,646,025.000003 412 5267 COLD MILLING PAVEMENT 171,813.000 SY 1.40000 240,538.20

------------------------------------------ CATEGORY TOTAL $ 1,916,201.00



CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0004 855(A) 8813 TRAFFIC STRIPE(PLASTIC)(6" WIDE) 168,008.000 LF 0.65000 109,205.200005 880(A) 8812 ARROW DISPLAY(TYPE C) 50.000 SD 10.00000 500.000006 880(J) 8905 CONSTRUCTION TRAFFIC CONTROL 1.000 LSUM 30,000.00000 30,000.000007 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 100.000 SD 40.00000 4,000.00

------------------------------------------ CATEGORY TOTAL $ 143,705.20








================================================================ ESTIMATE TOTAL $ 2,183,500.57










0100 ROADWAY $ 1,916,201.00 $ 114,972.06 $ 2,031,173.06 $ 2,031,173.060300 TRAFFIC $ 143,705.20 $ 8,622.31 $ 152,327.51 $ 152,327.51 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 2,059,906.20 $ 123,594.37 $ 2,183,500.57 $ 2,183,500.57 ================================================================== PROJECT TOTALS $ 2,059,906.20 $ 123,594.37 $ 2,183,500.57 $ 2,183,500.57






PROJECT NUMBER : STP-261C(058)SS PROJECT NAME : INTERSECTION MODIFICATION

INTERSECTION MODIFICATION


SH-9: AT THE INTERSECTION OF SH-9A, NEAR EUFAULA.

INTERSECTION MODIFICATION

COUNTIES: PITTSBURG ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160176 PROJECT NO.: STP-261C(058)SS------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


STP-261C(058)SS 3040904 25 1,715,535.44 101,732.12 1,817,267.56 0.00 1,453,814.06 ------------------------------------------------------------------------------- FUND CLASS 0FED TOTALS 1,715,535.44 101,732.12 1,817,267.56 0.00 1,453,814.06


STP-261C(058)SS 3040904 25 1,715,535.44 101,732.12 1,817,267.56 0.00 363,453.50 ------------------------------------------------------------------------------- FUND CLASS 0SSP TOTALS 1,715,535.44 101,732.12 1,817,267.56 0.00 363,453.50

=============================================================================== ESTIMATE TOTALS 1,715,535.44 101,732.12 1,817,267.56 0.00 1,817,267.56


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160176 PCN : 3040904 PROJECT NO. : STP-261C(058)SS CONTRACT ID : 160176-----------------------------------------------------------------------------------------------------------------------------------PCN : 3040904 INTERSECTION MODIFICATION



CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.6390 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 40.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 22,276.00000 22,276.000002 202(A) 0183 UNCLASSIFIED EXCAVATION 17,625.000 CY 9.50000 167,437.500003 202(D) 0184 UNCLASSIFIED BORROW 2,590.000 CY 14.00000 36,260.000004 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 34,000.00000 34,000.000005 221(C) 2801 TEMPORARY SILT FENCE 2,145.000 LF 1.90000 4,075.500006 221(D) 2803 TEMPORARY SEDIMENT FILTER 1.000 EA 155.00000 155.000007 221(F) 0100 TEMPORARY SILT DIKE 308.000 LF 8.25000 2,541.000008 230(A) 2806 SOLID SLAB SODDING 38,965.000 SY 1.75000 68,188.750009 233(A) 2817 VEGETATIVE MULCHING 7.940 AC 350.00000 2,779.000010 303(A) 2100 AGGREGATE BASE TYPE A 4,739.000 CY 50.00000 236,950.000011 325 5271 SEPARATOR FABRIC 14,217.000 SY 2.25000 31,988.250012 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 682.000 TON 30.00000 20,460.000013 407(B) 0250 TACK COAT 2,886.000 GAL 3.40000 9,812.400014 408 5774 PRIME COAT 8,503.000 GAL 4.75000 40,389.250015 411(B) 5935 SUPERPAVE, TYPE S3(PG 76-28 OK) 1,959.000 TON 89.85000 176,016.150016 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 2,272.000 TON 95.00000 215,840.000017 411(C) 5950 SUPERPAVE, TYPE S4(PG 76-28 OK) 1,549.000 TON 90.00000 139,410.000018 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) 601.000 TON 88.00000 52,888.000019 412 5267 COLD MILLING PAVEMENT 6,651.000 SY 4.50000 29,929.500020 601(A) 0297 TYPE I PLAIN RIPRAP 305.000 TON 55.00000 16,775.000021 611(G) 5707 INLET CDI RCP DES. 4 1.000 EA 3,180.00000 3,180.000022 613(A) 0494 36" R.C.PIPE CLASS III 88.000 LF 131.98000 11,614.240023 613(A) 0496 48" R.C.PIPE CLASS III 50.000 LF 205.00000 10,250.000024 613(B) 0690 24" CORR. GALV. STEEL PIPE 68.000 LF 30.50000 2,074.00



CATEGORY : 0100 ROADWAY-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0025 613(H) 0450 6" PERFORATED PIPE UNDERDRAIN ROUND 240.000 LF 15.00000 3,600.000026 613(I) 1096 6" NON-PERF.PIPE UNDERDRAIN RND. 80.000 LF 13.00000 1,040.000027 613(L) 5734 36" PREFAB. CULVERT END SECTION, ROUND 1.000 EA 1,400.00000 1,400.000028 613(L) 5738 48" PREFAB. CULVERT END SECTION, ROUND 1.000 EA 2,500.00000 2,500.000029 613(M) 7197 TYPE B6 CULVERT END TREATMENT 2.000 EA 1,800.00000 3,600.000030 613(Q) 5946 OUTLET LATERAL HEADWALL 2.000 EA 400.00000 800.000031 613(T) 1187 STANDARD BEDDING MATERIAL, CLASS C 206.000 CY 45.00000 9,270.000032 613(V) 1180 TRENCH EXCAVATION 193.000 CY 6.00000 1,158.000033 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 25,000.00000 25,000.000034 619(B) 4726 REMOVAL OF CURB AND GUTTER 413.000 LF 5.00000 2,065.000035 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 14,120.000 SY 7.50000 105,900.000036 619(B) 4780 REMOVAL OF GUARDRAIL 7,179.000 LF 3.50000 25,126.500037 619(C) 0924 SAWING PAVEMENT 1,769.000 LF 4.50000 7,960.50

------------------------------------------ CATEGORY TOTAL $ 1,524,709.54



CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0038 857(A) 8839 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) 18,000.000 LF 0.50000 9,000.00



CATEGORY : 0300 TRAFFIC CONTROL-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0039 857(E) 8890 (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX 480.000 EA 1.00000 480.00 TAB)TYPE 2-20040 857(F) 8006 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) 7,500.000 LF 0.30000 2,250.000041 871(B) 8705 (SP)CONST.ZONE IMPACT ATTEN. 240.000 SD 6.00000 1,440.000042 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER 1,000.000 LF 30.00000 30,000.000043 877(C) 8486 RELOCATION OF PORTABLE LONGITUDINAL BARRIER 1,000.000 LF 4.00000 4,000.000044 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 6,720.000 SD 0.20000 1,344.000045 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 3,480.000 SD 0.60000 2,088.000046 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 2,520.000 SD 1.40000 3,528.000047 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 3,000.000 SD 0.85000 2,550.000048 880(C) 8848 WING BARRICADES 480.000 SD 0.85000 408.000049 880(E) 8860 WARNING LIGHTS(TYPE A) 9,600.000 SD 0.20000 1,920.000050 880(F) 8878 DRUMS 2,400.000 SD 0.25000 600.000051 880(G) 8890 CHANNELIZER CONES 5,520.000 SD 0.50000 2,760.000052 880(I) 8902 FLAGGER 120.000 SD 130.00000 15,600.000053 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 268.000 SD 14.00000 3,752.00

------------------------------------------ CATEGORY TOTAL $ 81,720.00



CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------



CATEGORY : 0301 TRAFFIC SIGNING AND STRIPING-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0054 413(B) 4862 RUMBLE STRIP-METHOD HMA-CYC GROUP 4.000 EAGP 15.00000 60.000055 804(A) 2915 STRUCTURAL CONCRETE 1.540 CY 430.00000 662.200056 804(B) 2916 REINFORCING STEEL 65.000 LB 2.00000 130.000057 805(A) 8724 (PL)REMOVAL OF EXISTING SIGNS 56.000 EA 50.00000 2,800.000058 850(A) 8110 SHEET ALUMINUM SIGNS 398.550 SF 14.00000 5,579.700059 850(B) 8112 EXTRUDED ALUMINUM PANEL SIGNS 45.000 SF 26.00000 1,170.000060 851(A) 3206 4"@13 GALV.STEEL WIDE FLANGE BEAM POST 35.000 LF 25.00000 875.000061 851(B) 3218 3"@7.58 GALV.STEEL PIPE POST 36.000 LF 19.00000 684.000062 851(C) 8330 2 1/2" SQUARE TUBE POST 509.500 LF 10.00000 5,095.000063 856(A) 8530 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) 18,000.000 LF 0.50000 9,000.000064 856(A) 8540 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) 400.000 LF 1.00000 400.000065 856(A) 8548 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) 600.000 LF 1.50000 900.000066 856(A) 8555 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) 50.000 LF 10.00000 500.000067 856(B) 8525 TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, 5.000 EA 250.00000 1,250.00 WORDS. ETC.)

------------------------------------------ CATEGORY TOTAL $ 29,105.90







------------------------------------------ CATEGORY TOTAL $ 20,000.00




------------------------------------------ CATEGORY TOTAL $ 60,000.00





3040904 0100 ROADWAY $ 1,524,709.54 6.00 $ 91,482.57 $ 1,616,192.11 0FED $ 1,292,953.69 0SSP $ 323,238.42 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 1,616,192.11


3040904 0301 TRAFFIC SIGNING AND STRIPING $ 29,105.90 6.00 $ 1,746.35 $ 30,852.25 0FED $ 24,681.80 0SSP $ 6,170.45 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0301 $ 30,852.25




================================================================ ESTIMATE TOTAL $ 1,817,267.55



PROJECT CONTROL NUMBER : 3040904PROJECT NUMBER : STP-261C(058)SS------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------




000 $ 1,715,535.44 $ 101,732.12 $ 1,817,267.56 $ 363,453.51 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 1,715,535.44 $ 101,732.12 $ 1,817,267.56 $ 363,453.50 ================================================================== PROJECT TOTALS $ 1,715,535.44 $ 101,732.12 $ 1,817,267.56 $ 1,817,267.56



PROJECT CONTROL NUMBER : 3040904PROJECT NUMBER : STP-261C(058)SS------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY $ 1,524,709.54 $ 91,482.57 $ 1,616,192.11 $ 1,292,953.690300 TRAFFIC CONTROL $ 81,720.00 $ 4,903.20 $ 86,623.20 $ 69,298.560301 TRAFFIC SIGNING AND STRIPING $ 29,105.90 $ 1,746.35 $ 30,852.25 $ 24,681.800600 STAKING $ 20,000.00 $ 0.00 $ 20,000.00 $ 16,000.000640 CONSTRUCTION $ 60,000.00 $ 3,600.00 $ 63,600.00 $ 50,880.00 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 1,715,535.44 $ 101,732.12 $ 1,817,267.56 $ 1,453,814.05


0100 ROADWAY $ 1,524,709.54 $ 91,482.57 $ 1,616,192.11 $ 323,238.420300 TRAFFIC CONTROL $ 81,720.00 $ 4,903.20 $ 86,623.20 $ 17,324.640301 TRAFFIC SIGNING AND STRIPING $ 29,105.90 $ 1,746.35 $ 30,852.25 $ 6,170.450600 STAKING $ 20,000.00 $ 0.00 $ 20,000.00 $ 4,000.000640 CONSTRUCTION $ 60,000.00 $ 3,600.00 $ 63,600.00 $ 12,720.00 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 1,715,535.44 $ 101,732.12 $ 1,817,267.56 $ 363,453.51 ================================================================== PROJECT TOTALS $ 1,715,535.44 $ 101,732.12 $ 1,817,267.56 $ 1,817,267.56









I-35/SH-22/SH-66/SH-76/SH-102: AT MULTIPLE LOCATIONS IN DIVISION III.


COUNTIES: CARTER GARVIN JOHNSTON LINCOLN POTTAWATOMIE ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|






=============================================================================== ESTIMATE TOTALS 69,117.00 4,147.02 73,264.02 0.00 73,264.02






------------------------------------------ CATEGORY TOTAL $ 8,634.00




------------------------------------------ CATEGORY TOTAL $ 3,255.00






------------------------------------------ CATEGORY TOTAL $ 14,814.00




------------------------------------------ CATEGORY TOTAL $ 8,917.00






------------------------------------------ CATEGORY TOTAL $ 4,185.00



CONSTRUCTION TYPE : Y002 TRAFFIC SIGNSWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0016 871(B) 8705 (SP)CONST.ZONE IMPACT ATTEN. 10.000 SD 40.00000 400.000017 876(A) 8482 (PL)TRUCK MOUNTED ATTENUATOR 30.000 SD 17.50000 525.000018 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER 550.000 LF 20.00000 11,000.000019 877(C) 8486 RELOCATION OF PORTABLE LONGITUDINAL BARRIER 550.000 LF 7.00000 3,850.00



CATEGORY : 0300 TRAFFIC CONTROL-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0020 880(A) 8812 ARROW DISPLAY(TYPE C) 10.000 SD 8.50000 85.000021 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 480.000 SD 0.25000 120.000022 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 560.000 SD 1.00000 560.000023 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 440.000 SD 1.25000 550.000024 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 60.000 SD 1.00000 60.000025 880(C) 8848 WING BARRICADES 160.000 SD 1.00000 160.000026 880(E) 8860 WARNING LIGHTS(TYPE A) 440.000 SD 0.25000 110.000027 880(F) 8878 DRUMS 560.000 SD 0.20000 112.000028 880(G) 8890 CHANNELIZER CONES 560.000 SD 0.15000 84.000029 880(I) 8902 FLAGGER 30.000 SD 130.00000 3,900.000030 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 108.000 SD 12.00000 1,296.00

------------------------------------------ CATEGORY TOTAL $ 22,812.00




------------------------------------------ CATEGORY TOTAL $ 6,500.00










2297314 0300 TRAFFIC CONTROL $ 22,812.00 6.00 $ 1,368.72 $ 24,180.72 0SSP $ 24,180.72 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 24,180.72



================================================================ ESTIMATE TOTAL $ 73,264.02










0200 BRIDGE 'A' - NBI NO. 29534 $ 8,634.00 $ 518.04 $ 9,152.04 $ 9,152.040201 BRIDGE 'B' - NBI NO. 17226 $ 3,255.00 $ 195.30 $ 3,450.30 $ 3,450.300202 BRIDGE 'C' - NBI NO. 30017 $ 14,814.00 $ 888.84 $ 15,702.84 $ 15,702.840203 BRIDGE 'D' - NBI NO. 29550 $ 8,917.00 $ 535.02 $ 9,452.02 $ 9,452.020204 BRIDGE 'E' - NBI NO. 16140 $ 4,185.00 $ 251.10 $ 4,436.10 $ 4,436.100300 TRAFFIC CONTROL $ 22,812.00 $ 1,368.72 $ 24,180.72 $ 24,180.720640 CONSTRUCTION $ 6,500.00 $ 390.00 $ 6,890.00 $ 6,890.00 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 69,117.00 $ 4,147.02 $ 73,264.02 $ 73,264.02 ================================================================== PROJECT TOTALS $ 69,117.00 $ 4,147.02 $ 73,264.02 $ 73,264.02






PROJECT NUMBER : SSP-NBIP(502)SS PROJECT NAME : BRIDGE PAINTING

BRIDGE PAINTING


SH-9/SH-22/SH-31/SH-102/E1420: AT MULTIPLE LOCATIONS IN DIVISION III.

BRIDGE PAINTING

COUNTIES: COAL HUGHES JOHNSTON MCCLAIN POTTAWATOMIE ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160178 PROJECT NO.: SSP-NBIP(502)SS------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


SSP-NBIP(502)SS 2328407 B 14 596,144.50 35,768.67 631,913.17 0.00 631,913.17 ------------------------------------------------------------------------------- FUND CLASS 0SSP TOTALS 596,144.50 35,768.67 631,913.17 0.00 631,913.17

=============================================================================== ESTIMATE TOTALS 596,144.50 35,768.67 631,913.17 0.00 631,913.17


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160178 PCN : 2328407 PROJECT NO. : SSP-NBIP(502)SS CONTRACT ID : 160178-----------------------------------------------------------------------------------------------------------------------------------PCN : 2328407 BRIDGE PAINTING



CONSTRUCTION TYPE : X231 HWY OVER HWY STEEL GIRDER # OF SPANS : 3 BRIDGE ID : 17006WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 219.0000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 28.8333 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 512 6280 CLEANING AND PAINTING BRIDGE METAL RAIL 500.700 LF 10.00000 5,007.000002 512(A) 1323 PAINTING EXISTING STRUCTURES 1.000 LSUM 95,000.00000 95,000.000003 512(B) 6303 COLLECTION AND HANDLING OF WASTE 1.000 LSUM 4,000.00000 4,000.00

------------------------------------------ CATEGORY TOTAL $ 104,007.00



CONSTRUCTION TYPE : X020 HWY OVER WTRWAY CONCRETE SLAB # OF SPANS : 3 BRIDGE ID : 23013WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 85.0000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 42.1667 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0004 512(A) 1323 PAINTING EXISTING STRUCTURES 1.000 LSUM 15,000.00000 15,000.000005 512(B) 6303 COLLECTION AND HANDLING OF WASTE 1.000 LSUM 1,000.00000 1,000.00

------------------------------------------ CATEGORY TOTAL $ 16,000.00





CONSTRUCTION TYPE : X031 HWY OVER WTRWAY STEEL GIRDER # OF SPANS : 3 BRIDGE ID : 07309WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 121.3333 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 28.1667 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0006 512(A) 1323 PAINTING EXISTING STRUCTURES 1.000 LSUM 55,000.00000 55,000.000007 512(B) 6303 COLLECTION AND HANDLING OF WASTE 1.000 LSUM 3,000.00000 3,000.00

------------------------------------------ CATEGORY TOTAL $ 58,000.00




------------------------------------------ CATEGORY TOTAL $ 74,000.00






------------------------------------------ CATEGORY TOTAL $ 152,000.00




------------------------------------------ CATEGORY TOTAL $ 121,000.00





CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0014 876(A) 8482 (PL)TRUCK MOUNTED ATTENUATOR 90.000 SD 17.50000 1,575.000015 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 540.000 SD 0.25000 135.000016 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 180.000 SD 1.00000 180.000017 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 900.000 SD 1.25000 1,125.000018 880(C) 8848 WING BARRICADES 360.000 SD 1.00000 360.000019 880(E) 8860 WARNING LIGHTS(TYPE A) 720.000 SD 0.25000 180.000020 880(F) 8878 DRUMS 900.000 SD 0.25000 225.000021 880(G) 8890 CHANNELIZER CONES 4,410.000 SD 0.15000 661.500022 880(I) 8902 FLAGGER 90.000 SD 130.00000 11,700.000023 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 208.000 SD 12.00000 2,496.00

------------------------------------------ CATEGORY TOTAL $ 18,637.50






------------------------------------------ CATEGORY TOTAL $ 52,500.00





2328407 0200 BRIDGE 'A' - NBI NO. 17006 $ 104,007.00 6.00 $ 6,240.42 $ 110,247.42 0SSP $ 110,247.42 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 110,247.42


2328407 0202 BRIDGE 'C' - NBI NO. 07309 $ 58,000.00 6.00 $ 3,480.00 $ 61,480.00 0SSP $ 61,480.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0202 $ 61,480.00

2328407 0203 BRIDGE 'D' - NBI NO. 18295 $ 74,000.00 6.00 $ 4,440.00 $ 78,440.00 0SSP $ 78,440.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0203 $ 78,440.00

2328407 0204 BRIDGE 'E' - NBI NO. 13229 $ 152,000.00 6.00 $ 9,120.00 $ 161,120.00 0SSP $ 161,120.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0204 $ 161,120.00

2328407 0205 BRIDGE 'F' - NBI NO. 16140 $ 121,000.00 6.00 $ 7,260.00 $ 128,260.00 0SSP $ 128,260.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0205 $ 128,260.00






================================================================ ESTIMATE TOTAL $ 631,913.17



PROJECT CONTROL NUMBER : 2328407PROJECT NUMBER : SSP-NBIP(502)SS------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------





PROJECT CONTROL NUMBER : 2328407PROJECT NUMBER : SSP-NBIP(502)SS------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0200 BRIDGE 'A' - NBI NO. 17006 $ 104,007.00 $ 6,240.42 $ 110,247.42 $ 110,247.420201 BRIDGE 'B' - NBI NO. 23013 $ 16,000.00 $ 960.00 $ 16,960.00 $ 16,960.000202 BRIDGE 'C' - NBI NO. 07309 $ 58,000.00 $ 3,480.00 $ 61,480.00 $ 61,480.000203 BRIDGE 'D' - NBI NO. 18295 $ 74,000.00 $ 4,440.00 $ 78,440.00 $ 78,440.000204 BRIDGE 'E' - NBI NO. 13229 $ 152,000.00 $ 9,120.00 $ 161,120.00 $ 161,120.000205 BRIDGE 'F' - NBI NO. 16140 $ 121,000.00 $ 7,260.00 $ 128,260.00 $ 128,260.000300 TRAFFIC CONTROL $ 18,637.50 $ 1,118.25 $ 19,755.75 $ 19,755.750640 CONSTRUCTION $ 52,500.00 $ 3,150.00 $ 55,650.00 $ 55,650.00 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 596,144.50 $ 35,768.67 $ 631,913.17 $ 631,913.17 ================================================================== PROJECT TOTALS $ 596,144.50 $ 35,768.67 $ 631,913.17 $ 631,913.17






PROJECT NUMBER : SSP-263F(038)SS PROJECT NAME : JOINT SEAL/REPAIR

JOINT SEAL/REPAIR


SH-3/SH-19/SH-56/SH-102/E-1420: AT MULTIPLE LOCATIONS IN DIVISION III.

BRIDGE REPAIR

COUNTIES: COAL GARVIN MCCLAIN OKFUSKEE POTTAWATOMIE ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|






=============================================================================== ESTIMATE TOTALS 294,528.50 17,671.71 312,200.21 0.00 312,200.21


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160179 PCN : 2328507 PROJECT NO. : SSP-263F(038)SS CONTRACT ID : 160179-----------------------------------------------------------------------------------------------------------------------------------PCN : 2328507 JOINT SEAL/REPAIR



CONSTRUCTION TYPE : X081 HWY OVER WTRWAY CONC. PRESTRESSED GIRDER # OF SPANS : 1 BRIDGE ID : 25233WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 92.8333 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 42.1667 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 509 6386 SILICONE CONSTRUCTION JOINT 248.800 LF 15.00000 3,732.000002 513(B) 6019 CLASS B BRIDGE DECK REPAIR 10.000 SY 350.00000 3,500.000003 523(A) 6550 SEALER CRACK PREPARATION 17.000 LF 3.00000 51.000004 523(B) 6560 SEALER RESIN 0.200 GAL 100.00000 20.000005 523(C) 6570 DECK AREA SEALED (FLOODCOATS) 431.000 SY 20.00000 8,620.00

------------------------------------------ CATEGORY TOTAL $ 15,923.00

CATEGORY : 0201 BRIDGE B - NBI NO. 17006 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X231 HWY OVER HWY STEEL GIRDER # OF SPANS : 3 BRIDGE ID : 17006WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 219.0000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 28.8333 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0006 504(C) 1450 EXPANSION DEVICE 57.700 LF 125.00000 7,212.500007 509 6386 SILICONE CONSTRUCTION JOINT 240.000 LF 15.00000 3,600.00



CATEGORY : 0201 BRIDGE B - NBI NO. 17006-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0008 513(B) 6019 CLASS B BRIDGE DECK REPAIR 10.000 SY 350.00000 3,500.000009 523(C) 6570 DECK AREA SEALED (FLOODCOATS) 609.000 SY 20.00000 12,180.00

------------------------------------------ CATEGORY TOTAL $ 26,492.50

CATEGORY : 0202 BRIDGE C - NBI NO. 23013 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X020 HWY OVER WTRWAY CONCRETE SLAB # OF SPANS : 3 BRIDGE ID : 23013WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 85.0000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 42.1667 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0010 504(G) 6390 RAPID CURE JOINT SEALANT 85.000 LF 25.00000 2,125.000011 509 6152 SPECIAL CONCRETE FINISH 0.600 SY 25.00000 15.000012 509 6386 SILICONE CONSTRUCTION JOINT 82.900 LF 15.00000 1,243.500013 523(C) 6570 DECK AREA SEALED (FLOODCOATS) 388.000 SY 20.00000 7,760.000014 540 4510 (PL)REPAIR BRIDGE ITEM (TYPE A) 1.000 LSUM 15,000.00000 15,000.00

------------------------------------------ CATEGORY TOTAL $ 26,143.50



CATEGORY : 0203 BRIDGE D - NBI NO. 22686 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X081 HWY OVER WTRWAY CONC. PRESTRESSED GIRDER # OF SPANS : 15 BRIDGE ID : 22686WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 1501.6667 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 34.1667 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0015 504(G) 6390 RAPID CURE JOINT SEALANT 66.000 LF 25.00000 1,650.000016 509 6386 SILICONE CONSTRUCTION JOINT 196.500 LF 15.00000 2,947.500017 513(B) 6019 CLASS B BRIDGE DECK REPAIR 10.000 SY 350.00000 3,500.000018 513(C) 6020 CLASS C BRIDGE DECK REPAIR 5.000 SY 500.00000 2,500.000019 521(A) 6210 PNEUMATICALLY PLACED MORTAR 34.000 SY 600.00000 20,400.000020 523(A) 6550 SEALER CRACK PREPARATION 602.000 LF 3.00000 1,806.000021 523(B) 6560 SEALER RESIN 4.100 GAL 100.00000 410.000022 523(C) 6570 DECK AREA SEALED (FLOODCOATS) 117.000 SY 20.00000 2,340.00

------------------------------------------ CATEGORY TOTAL $ 35,553.50

CATEGORY : 0204 BRIDGE E - NBI NO. 22666 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X081 HWY OVER WTRWAY CONC. PRESTRESSED GIRDER # OF SPANS : 3 BRIDGE ID : 22666WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 211.6667 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 34.1667 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------



CATEGORY : 0204 BRIDGE E - NBI NO. 22666-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0023 504(G) 6390 RAPID CURE JOINT SEALANT 66.000 LF 25.00000 1,650.000024 513(B) 6019 CLASS B BRIDGE DECK REPAIR 10.000 SY 350.00000 3,500.000025 521(A) 6210 PNEUMATICALLY PLACED MORTAR 1.000 SY 600.00000 600.000026 523(A) 6550 SEALER CRACK PREPARATION 54.000 LF 3.00000 162.000027 523(B) 6560 SEALER RESIN 0.400 GAL 100.00000 40.000028 523(C) 6570 DECK AREA SEALED (FLOODCOATS) 30.000 SY 20.00000 600.00

------------------------------------------ CATEGORY TOTAL $ 6,552.00

CATEGORY : 0205 BRIDGE F - NBI NO. 19349 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X181 HWY OVER RR CONCRETE (PRESTRESSED) # OF SPANS : 3 BRIDGE ID : 19349WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 219.9792 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 49.4167 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0029 501(G) 6309 CLSM BACKFILL 1.100 CY 500.00000 550.000030 504(C) 6250 SEALED EXPANSION JOINT 164.900 LF 350.00000 57,715.000031 509 6152 SPECIAL CONCRETE FINISH 199.100 SY 20.00000 3,982.000032 509 6386 SILICONE CONSTRUCTION JOINT 54.100 LF 15.00000 811.500033 509(A) 1326 CLASS AA CONCRETE 17.300 CY 2,500.00000 43,250.000034 511(A) 1332 REINFORCING STEEL 3,770.000 LB 1.00000 3,770.000035 513(B) 6019 CLASS B BRIDGE DECK REPAIR 10.000 SY 350.00000 3,500.000036 523(A) 6550 SEALER CRACK PREPARATION 378.000 LF 3.00000 1,134.000037 523(B) 6560 SEALER RESIN 2.700 GAL 100.00000 270.00



CATEGORY : 0205 BRIDGE F - NBI NO. 19349-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0038 523(C) 6570 DECK AREA SEALED (FLOODCOATS) 1,155.000 SY 20.00000 23,100.00

------------------------------------------ CATEGORY TOTAL $ 138,082.50



CONSTRUCTION TYPE : Y002 TRAFFIC SIGNSWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0039 876(A) 8482 (PL)TRUCK MOUNTED ATTENUATOR 90.000 SD 17.50000 1,575.000040 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 540.000 SD 0.25000 135.000041 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 180.000 SD 1.00000 180.000042 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 900.000 SD 1.25000 1,125.000043 880(C) 8848 WING BARRICADES 360.000 SD 1.00000 360.000044 880(E) 8860 WARNING LIGHTS(TYPE A) 720.000 SD 0.25000 180.000045 880(F) 8878 DRUMS 900.000 SD 0.20000 180.000046 880(G) 8890 CHANNELIZER CONES 5,670.000 SD 0.15000 850.500047 880(I) 8902 FLAGGER 90.000 SD 130.00000 11,700.000048 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 208.000 SD 12.00000 2,496.00

------------------------------------------ CATEGORY TOTAL $ 18,781.50






------------------------------------------ CATEGORY TOTAL $ 27,000.00





2328507 0200 BRIDGE A - NBI NO. 25233 $ 15,923.00 6.00 $ 955.38 $ 16,878.38 0SSP $ 16,878.38 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 16,878.38

2328507 0201 BRIDGE B - NBI NO. 17006 $ 26,492.50 6.00 $ 1,589.55 $ 28,082.05 0SSP $ 28,082.05 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0201 $ 28,082.05

2328507 0202 BRIDGE C - NBI NO. 23013 $ 26,143.50 6.00 $ 1,568.61 $ 27,712.11 0SSP $ 27,712.11 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0202 $ 27,712.11

2328507 0203 BRIDGE D - NBI NO. 22686 $ 35,553.50 6.00 $ 2,133.21 $ 37,686.71 0SSP $ 37,686.71 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0203 $ 37,686.71

2328507 0204 BRIDGE E - NBI NO. 22666 $ 6,552.00 6.00 $ 393.12 $ 6,945.12 0SSP $ 6,945.12 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0204 $ 6,945.12

2328507 0205 BRIDGE F - NBI NO. 19349 $ 138,082.50 6.00 $ 8,284.95 $ 146,367.45 0SSP $ 146,367.45 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0205 $ 146,367.45






================================================================ ESTIMATE TOTAL $ 312,200.21










0200 BRIDGE A - NBI NO. 25233 $ 15,923.00 $ 955.38 $ 16,878.38 $ 16,878.380201 BRIDGE B - NBI NO. 17006 $ 26,492.50 $ 1,589.55 $ 28,082.05 $ 28,082.050202 BRIDGE C - NBI NO. 23013 $ 26,143.50 $ 1,568.61 $ 27,712.11 $ 27,712.110203 BRIDGE D - NBI NO. 22686 $ 35,553.50 $ 2,133.21 $ 37,686.71 $ 37,686.710204 BRIDGE E - NBI NO. 22666 $ 6,552.00 $ 393.12 $ 6,945.12 $ 6,945.120205 BRIDGE F - NBI NO. 19349 $ 138,082.50 $ 8,284.95 $ 146,367.45 $ 146,367.450300 TRAFFIC CONTROL $ 18,781.50 $ 1,126.89 $ 19,908.39 $ 19,908.390640 CONSTRUCTION $ 27,000.00 $ 1,620.00 $ 28,620.00 $ 28,620.00 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 294,528.50 $ 17,671.71 $ 312,200.21 $ 312,200.21 ================================================================== PROJECT TOTALS $ 294,528.50 $ 17,671.71 $ 312,200.21 $ 312,200.21









US-70/SH-1/SH-3/SH-9A/SH-78: AT MULTIPLE LOCATIONS IN DIVISION II.


COUNTIES: BRYAN LATIMER LEFLORE MCCURTAIN PITTSBURG PUSHMATAHA ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|






=============================================================================== ESTIMATE TOTALS 97,687.30 5,861.25 103,548.55 0.00 103,548.55



CATEGORY : 0200 BRIDGE "A" - NBI# 29887 FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 6,894.20

CATEGORY : 0201 BRIDGE "B" - NBI# 15783 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X220 HWY OVER HWY CONC.(NOT PRESTRESSED) SLAB # OF SPANS : 4 BRIDGE ID : 15783WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 0.0000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 32.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0004 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 809.000 SY 3.90000 3,155.100005 523(A) 6550 SEALER CRACK PREPARATION 250.000 LF 3.00000 750.000006 523(B) 6560 SEALER RESIN 1.700 GAL 100.00000 170.00

------------------------------------------ CATEGORY TOTAL $ 4,075.10



CATEGORY : 0202 BRIDGE "C" - NBI# 29818 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X281 HWY OVER HWY CONCRETE (PRESTRESSED) # OF SPANS : 3 BRIDGE ID : 29818WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 0.0000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 44.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0007 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 1,214.000 SY 3.90000 4,734.600008 523(A) 6550 SEALER CRACK PREPARATION 200.000 LF 3.00000 600.000009 523(B) 6560 SEALER RESIN 1.400 GAL 100.00000 140.00

------------------------------------------ CATEGORY TOTAL $ 5,474.60

CATEGORY : 0203 BRIDGE "D" - NBI# 29823 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X131 HWY OVER RR STEEL GIRDER # OF SPANS : 3 BRIDGE ID : 29823WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 0.0000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 44.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0010 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 1,753.000 SY 3.90000 6,836.700011 523(A) 6550 SEALER CRACK PREPARATION 200.000 LF 3.00000 600.000012 523(B) 6560 SEALER RESIN 1.400 GAL 100.00000 140.00

------------------------------------------ CATEGORY TOTAL $ 7,576.70



CATEGORY : 0204 BRIDGE "E" - NBI# 29819 FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X281 HWY OVER HWY CONCRETE (PRESTRESSED) # OF SPANS : 2 BRIDGE ID : 29819WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 0.0000 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 82.0000 CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0013 515(B) 6014 WATER REPELLENT (PERFORMANCE TESTED) 3,002.000 SY 3.90000 11,707.800014 523(A) 6550 SEALER CRACK PREPARATION 150.000 LF 3.00000 450.000015 523(B) 6560 SEALER RESIN 1.000 GAL 100.00000 100.00

------------------------------------------ CATEGORY TOTAL $ 12,257.80

CATEGORY : 0205 BRIDGE "F" - NBI# 06548 FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 4,316.30



CATEGORY : 0206 BRIDGE "G" - NBI# 29635 FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 9,074.90

CATEGORY : 0207 BRIDGE "H" - NBI# 29634 FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 5,837.30



CATEGORY : 0208 BRIDGE "I" - NBI# 29633 FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 10,841.60

CATEGORY : 0209 BRIDGE "J" - NBI# 29888 FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 6,012.80





CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0031 876(A) 8482 (PL)TRUCK MOUNTED ATTENUATOR 120.000 SD 18.00000 2,160.000032 880(A) 8812 ARROW DISPLAY(TYPE C) 20.000 SD 12.00000 240.000033 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 810.000 SD 0.50000 405.000034 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 270.000 SD 1.00000 270.000035 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 900.000 SD 1.50000 1,350.000036 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 180.000 SD 1.00000 180.000037 880(C) 8848 WING BARRICADES 360.000 SD 1.00000 360.000038 880(E) 8860 WARNING LIGHTS(TYPE A) 1,080.000 SD 0.20000 216.000039 880(F) 8878 DRUMS 1,100.000 SD 0.15000 165.000040 880(G) 8890 CHANNELIZER CONES 2,700.000 SD 0.20000 540.000041 880(I) 8902 FLAGGER 70.000 SD 130.00000 9,100.000042 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 180.000 SD 13.00000 2,340.00

------------------------------------------ CATEGORY TOTAL $ 17,326.00





CONSTRUCTION TYPE :WORK CLASSIFICATION : 0640 CONSTRUCTION CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0043 641 1399 MOBILIZATION 1.000 LSUM 8,000.00000 8,000.00

------------------------------------------ CATEGORY TOTAL $ 8,000.00





2314411 0200 BRIDGE "A" - NBI# 29887 $ 6,894.20 6.00 $ 413.65 $ 7,307.85 0SSP $ 7,307.85 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 7,307.85

2314411 0201 BRIDGE "B" - NBI# 15783 $ 4,075.10 6.00 $ 244.51 $ 4,319.61 0SSP $ 4,319.60 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0201 $ 4,319.60

2314411 0202 BRIDGE "C" - NBI# 29818 $ 5,474.60 6.00 $ 328.48 $ 5,803.08 0SSP $ 5,803.07 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0202 $ 5,803.07

2314411 0203 BRIDGE "D" - NBI# 29823 $ 7,576.70 6.00 $ 454.60 $ 8,031.30 0SSP $ 8,031.30 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0203 $ 8,031.30

2314411 0204 BRIDGE "E" - NBI# 29819 $ 12,257.80 6.00 $ 735.47 $ 12,993.27 0SSP $ 12,993.26 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0204 $ 12,993.26

2314411 0205 BRIDGE "F" - NBI# 06548 $ 4,316.30 6.00 $ 258.98 $ 4,575.28 0SSP $ 4,575.27 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0205 $ 4,575.27

2314411 0206 BRIDGE "G" - NBI# 29635 $ 9,074.90 6.00 $ 544.49 $ 9,619.39 0SSP $ 9,619.39 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0206 $ 9,619.39



2314411 0207 BRIDGE "H" - NBI# 29634 $ 5,837.30 6.00 $ 350.24 $ 6,187.54 0SSP $ 6,187.53 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0207 $ 6,187.53

2314411 0208 BRIDGE "I" - NBI# 29633 $ 10,841.60 6.00 $ 650.50 $ 11,492.10 0SSP $ 11,492.09 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0208 $ 11,492.09

2314411 0209 BRIDGE "J" - NBI# 29888 $ 6,012.80 6.00 $ 360.77 $ 6,373.57 0SSP $ 6,373.56 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0209 $ 6,373.56




================================================================ ESTIMATE TOTAL $ 103,548.54










0200 BRIDGE "A" - NBI# 29887 $ 6,894.20 $ 413.65 $ 7,307.85 $ 7,307.850201 BRIDGE "B" - NBI# 15783 $ 4,075.10 $ 244.51 $ 4,319.61 $ 4,319.600202 BRIDGE "C" - NBI# 29818 $ 5,474.60 $ 328.48 $ 5,803.08 $ 5,803.070203 BRIDGE "D" - NBI# 29823 $ 7,576.70 $ 454.60 $ 8,031.30 $ 8,031.300204 BRIDGE "E" - NBI# 29819 $ 12,257.80 $ 735.47 $ 12,993.27 $ 12,993.260205 BRIDGE "F" - NBI# 06548 $ 4,316.30 $ 258.98 $ 4,575.28 $ 4,575.270206 BRIDGE "G" - NBI# 29635 $ 9,074.90 $ 544.49 $ 9,619.39 $ 9,619.390207 BRIDGE "H" - NBI# 29634 $ 5,837.30 $ 350.24 $ 6,187.54 $ 6,187.530208 BRIDGE "I" - NBI# 29633 $ 10,841.60 $ 650.50 $ 11,492.10 $ 11,492.090209 BRIDGE "J" - NBI# 29888 $ 6,012.80 $ 360.77 $ 6,373.57 $ 6,373.560300 TRAFFIC CONTROL $ 17,326.00 $ 1,039.56 $ 18,365.56 $ 18,365.560640 CONSTRUCTION $ 8,000.00 $ 480.00 $ 8,480.00 $ 8,480.00 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 97,687.30 $ 5,861.25 $ 103,548.55 $ 103,548.53 ================================================================== PROJECT TOTALS $ 97,687.30 $ 5,861.25 $ 103,548.55 $ 103,548.55






PROJECT NUMBER : STP-166C(244)CI PROJECT NAME : GRADE, DRAIN, AND SURFACE

GRADE, DRAIN, AND SURFACE


CITY STREET (NORTH 193RD EAST AVENUE): FROM SH-266, EXTEND NORTH NEAR CATOOSA.


COUNTIES: ROGERS ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160181 PROJECT NO.: STP-166C(244)CI------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


STP-166C(244)CI 2698804 B 39 4,432,514.30 264,750.86 4,697,265.16 0.00 4,697,265.16 ------------------------------------------------------------------------------- FUND CLASS 0FED TOTALS 4,432,514.30 264,750.86 4,697,265.16 0.00 4,697,265.16

=============================================================================== ESTIMATE TOTALS 4,432,514.30 264,750.86 4,697,265.16 0.00 4,697,265.16


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160181 PCN : 2698804 PROJECT NO. : STP-166C(244)CI CONTRACT ID : 160181-----------------------------------------------------------------------------------------------------------------------------------PCN : 2698804 GRADE, DRAIN, AND SURFACE



CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.5840 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 46.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 30,000.00000 30,000.000002 202(A) 0183 UNCLASSIFIED EXCAVATION 119,972.000 CY 8.00000 959,776.000003 202(C) 0182 ROCK EXCAVATION 119,631.000 CY 15.00000 1,794,465.000004 202(G) 0189 PRESPLITTING OF ROCK 2,500.000 F DR 30.00000 75,000.000005 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 25,000.00000 25,000.000006 210 0121 OBLITERATING ABANDONED ROAD 136.000 LF 10.00000 1,360.000007 221(C) 2801 TEMPORARY SILT FENCE 4,071.000 LF 2.00000 8,142.000008 221(F) 0100 TEMPORARY SILT DIKE 1,274.000 LF 9.00000 11,466.000009 221(H) 0450 (PL)TEMPORARY INLET SEDIMENT FILTER 1.000 EA 180.00000 180.000010 227 0300 (SP)TURF REINFORCEMENT MAT 470.000 SY 30.00000 14,100.000011 230(A) 2806 SOLID SLAB SODDING 35,509.000 SY 1.60000 56,814.400012 233(A) 2817 VEGETATIVE MULCHING 7.340 AC 300.00000 2,202.000013 303(A) 2100 AGGREGATE BASE TYPE A 4,038.000 CY 45.00000 181,710.000014 310(B) 0149 SUBGRADE, METHOD B 17,442.000 SY 3.00000 52,326.000015 325 5271 SEPARATOR FABRIC 18,529.000 SY 1.20000 22,234.800016 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 629.000 TON 25.00000 15,725.000017 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 5,348.000 TON 78.00000 417,144.000018 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) 1,873.000 TON 85.00000 159,205.000019 414(B) 5725 DOWEL JOINTED P.C. CONCRETE 890.000 SY 30.00000 26,700.00 PAVEMENT(PLACEMENT )0020 414(G) 5275 P.C. CONCRETE FOR PAVEMENT 223.000 CY 120.00000 26,760.000021 509(D) 0325 CLASS C CONCRETE 858.000 CY 250.00000 214,500.000022 601(A) 0297 TYPE I PLAIN RIPRAP 12.000 TON 65.00000 780.000023 609(B) 1513 1'-8" COMB. CURB & GUTTER (6" BARRIER) 310.000 LF 30.00000 9,300.000024 613(B) 0689 18" CORR. GALV. STEEL PIPE 98.000 LF 30.00000 2,940.00



CATEGORY : 0100 ROADWAY-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0025 613(B) 0690 24" CORR. GALV. STEEL PIPE 60.000 LF 35.00000 2,100.000026 613(M) 7186 TYPE A4 CULVERT END TREATMENT 4.000 EA 1,000.00000 4,000.000027 613(M) 7187 TYPE B4 CULVERT END TREATMENT 2.000 EA 1,400.00000 2,800.000028 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 15,000.00000 15,000.000029 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 1,413.000 SY 4.20000 5,934.600030 619(C) 0924 SAWING PAVEMENT 180.000 LF 9.00000 1,620.000031 624(D) 4470 GATE, GALVANIZED STEEL 2.000 EA 1,800.00000 3,600.000032 631(A) 0210 (SP)REMOVABLE BOLLARD 3.000 EA 1,200.00000 3,600.00

------------------------------------------ CATEGORY TOTAL $ 4,146,484.80



CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 46.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0033 850(A) 8110 SHEET ALUMINUM SIGNS 14.000 SF 20.00000 280.000034 851(C) 8324 2" SQUARE TUBE POST 24.000 LF 10.00000 240.000035 855(A) 8812 TRAFFIC STRIPE(PLASTIC)(4" WIDE) 14,778.000 LF 1.00000 14,778.000036 855(A) 8814 TRAFFIC STRIPE(PLASTIC)(8" WIDE) 905.000 LF 1.50000 1,357.500037 855(A) 8825 TRAFFIC STRIPE(PLASTIC)(24" WIDE) 29.000 LF 15.00000 435.000038 855(B) 8818 TRAFFIC STRIPE(PLASTIC)(ARROWS) 8.000 EA 100.00000 800.000039 857(C) 8851 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) 2,120.000 LF 1.00000 2,120.00



CATEGORY : 0300 TRAFFIC-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0040 880(J) 8905 CONSTRUCTION TRAFFIC CONTROL 1.000 LSUM 25,000.00000 25,000.00

------------------------------------------ CATEGORY TOTAL $ 45,010.50




------------------------------------------ CATEGORY TOTAL $ 20,000.00






------------------------------------------ CATEGORY TOTAL $ 221,019.00










================================================================ ESTIMATE TOTAL $ 4,697,265.15



PROJECT CONTROL NUMBER : 2698804PROJECT NUMBER : STP-166C(244)CI------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------





PROJECT CONTROL NUMBER : 2698804PROJECT NUMBER : STP-166C(244)CI------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY $ 4,146,484.80 $ 248,789.09 $ 4,395,273.89 $ 4,395,273.880300 TRAFFIC $ 45,010.50 $ 2,700.63 $ 47,711.13 $ 47,711.130600 STAKING $ 20,000.00 $ 0.00 $ 20,000.00 $ 20,000.000640 CONSTRUCTION $ 221,019.00 $ 13,261.14 $ 234,280.14 $ 234,280.14 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 4,432,514.30 $ 264,750.86 $ 4,697,265.16 $ 4,697,265.15 ================================================================== PROJECT TOTALS $ 4,432,514.30 $ 264,750.86 $ 4,697,265.16 $ 4,697,265.16






PROJECT NUMBER : CIRB-171C(127)RB PROJECT NAME : GRADE, DRAIN, SURFACE, AND BRIDGE



COUNTY ROAD (EW-173): FROM 5.2 MILES EAST OF US-183, EXTEND EAST NEAR MANITOU.


COUNTIES: TILLMAN ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160182 PROJECT NO.: CIRB-171C(127)RB------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


CIRB-171C(127)RB 2548604 B 07 5,993,530.03 359,311.80 6,352,841.83 0.00 6,352,841.83 ------------------------------------------------------------------------------- FUND CLASS CIRB TOTALS 5,993,530.03 359,311.80 6,352,841.83 0.00 6,352,841.83

=============================================================================== ESTIMATE TOTALS 5,993,530.03 359,311.80 6,352,841.83 0.00 6,352,841.83


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160182 PCN : 2548604 PROJECT NO. : CIRB-171C(127)RB CONTRACT ID : 160182-----------------------------------------------------------------------------------------------------------------------------------PCN : 2548604 GRADE, DRAIN, SURFACE, AND BRIDGE



CONSTRUCTION TYPE : F000 BIT. SURFACE TREATMENTWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 5.7320 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 28.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 8,000.00000 8,000.000002 202(A) 0183 UNCLASSIFIED EXCAVATION 48,478.000 CY 6.50000 315,107.000003 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 20,000.00000 20,000.000004 221(C) 2801 TEMPORARY SILT FENCE 5,013.000 LF 4.00000 20,052.000005 221(F) 0100 TEMPORARY SILT DIKE 5,290.000 LF 8.00000 42,320.000006 229 4318 DITCH LINER PROTECTION 6,900.000 LF 1.50000 10,350.000007 230(A) 2806 SOLID SLAB SODDING 119,974.000 SY 2.50000 299,935.000008 233(A) 2817 VEGETATIVE MULCHING 30.000 AC 350.00000 10,500.000009 241 2832 MOWING 49.600 AC 55.00000 2,728.000010 303(A) 2100 AGGREGATE BASE TYPE A 7,638.000 CY 45.00000 343,710.000011 307(D) 4230 LIME 1,784.000 TON 160.00000 285,440.000012 307(H) 4270 LIME STABILIZED SUBGRADE 99,051.000 SY 3.75000 371,441.250013 311(D) 0154 PROCESSING EXISTING BASE & SURFACE, METHOD D 30,267.000 LF 3.50000 105,934.500014 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 7,793.000 TON 28.00000 218,204.000015 407(B) 0250 TACK COAT 11,744.000 GAL 3.50000 41,104.000016 408 5774 PRIME COAT 58,485.000 GAL 4.00000 233,940.000017 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 13,374.000 TON 75.00000 1,003,050.000018 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) 8,667.000 TON 80.00000 693,360.000019 501(A) 0313 STRUCTURAL EXCAVATION UNCLASSIFIED 402.000 CY 21.00000 8,442.000020 509(A) 0319 CLASS AA CONCRETE 441.000 CY 500.00000 220,500.000021 509(D) 0325 CLASS C CONCRETE 894.100 CY 300.00000 268,230.000022 511(A) 0332 REINFORCING STEEL 51,468.000 LB 1.00000 51,468.000023 601(A) 0297 TYPE I PLAIN RIPRAP 681.000 TON 70.00000 47,670.000024 613(A) 0494 36" R.C.PIPE CLASS III 132.000 LF 96.00000 12,672.000025 613(A) 0495 42" R.C.PIPE CLASS III 44.000 LF 200.00000 8,800.00



CATEGORY : 0100 ROADWAY-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0026 613(A) 0496 48" R.C.PIPE CLASS III 132.000 LF 210.00000 27,720.000027 613(B) 0689 18" CORR. GALV. STEEL PIPE 326.000 LF 30.00000 9,780.000028 613(B) 0690 24" CORR. GALV. STEEL PIPE 124.000 LF 40.00000 4,960.000029 613(B) 4527 21" X 15" CORR. GALV. STEEL PIPE ARCH 126.000 LF 20.00000 2,520.000030 613(B) 4528 28" X 20" CORR. GALV. STEEL PIPE ARCH 854.000 LF 40.00000 34,160.000031 613(L) 4516 28" X 20" PREFAB. CULVERT END SECTION, ARCH 2.000 EA 326.39000 652.780032 613(L) 5734 36" PREFAB. CULVERT END SECTION, ROUND 6.000 EA 1,450.00000 8,700.000033 613(L) 5736 42" PREFAB. CULVERT END SECTION, ROUND 2.000 EA 1,750.00000 3,500.000034 613(L) 5738 48" PREFAB. CULVERT END SECTION, ROUND 6.000 EA 2,250.00000 13,500.000035 613(M) 7186 TYPE A4 CULVERT END TREATMENT 14.000 EA 1,050.00000 14,700.000036 613(M) 7187 TYPE B4 CULVERT END TREATMENT 30.000 EA 1,450.00000 43,500.000037 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 25,000.00000 25,000.000038 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 70,828.000 SY 4.50000 318,726.000039 619(C) 0924 SAWING PAVEMENT 44.000 LF 6.50000 286.000040 623(A) 0932 BEAM GUARDRAIL W-BEAM SINGLE 480.000 LF 22.00000 10,560.000041 623(G) 8571 GUARDRAIL END TREATMENT (GET) 2.000 EA 3,500.00000 7,000.000042 624(C) 7181 FENCE-STYLE SWF (6 BARBED WIRE) 612.000 LF 10.00000 6,120.000043 629(E) 5048 REMOVE AND RESET MAILBOX 2.000 EA 215.00000 430.00

------------------------------------------ CATEGORY TOTAL $ 5,174,772.53





CONSTRUCTION TYPE : X028 HWY OVER WTRWAY CONCRETE BOX CULVERT # OF SPANS : BRIDGE ID : 08453WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 54.9600 CAT LENGTH : 0.0100 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 0.0000 CAT WIDTH : 28.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0044 202(A) 1301 UNCLASSIFIED EXCAVATION 1,405.000 CY 8.50000 11,942.500045 501(A) 1306 STRUCTURAL EXCAVATION UNCLASSIFIED 525.000 CY 15.00000 7,875.000046 509(A) 1326 CLASS AA CONCRETE 522.600 CY 500.00000 261,300.000047 511(A) 1332 REINFORCING STEEL 94,860.000 LB 1.00000 94,860.000048 601(B) 1353 TYPE I-A PLAIN RIPRAP 960.000 TON 45.00000 43,200.000049 619(D) 1397 REMOVAL OF EXISTING BRIDGE STRUCTURE 1.000 LSUM 10,000.00000 10,000.00

------------------------------------------ CATEGORY TOTAL $ 429,177.50



CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0050 805(D) 8756 (PL)REMOVE & RESET EXISTING SIGNS 13.000 EA 120.00000 1,560.00



CATEGORY : 0300 TRAFFIC CONTROL-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0051 853 9030 DELINEATORS(TYPE 1, CODE 3) 16.000 EA 15.00000 240.000052 855(A) 8812 TRAFFIC STRIPE(PLASTIC)(4" WIDE) 121,560.000 LF 0.50000 60,780.000053 880(J) 8905 CONSTRUCTION TRAFFIC CONTROL 1.000 LSUM 8,000.00000 8,000.00

------------------------------------------ CATEGORY TOTAL $ 70,580.00




------------------------------------------ CATEGORY TOTAL $ 5,000.00






------------------------------------------ CATEGORY TOTAL $ 314,000.00





2548604 0100 ROADWAY $ 5,174,772.53 6.00 $ 310,486.35 $ 5,485,258.88 CIRB $ 5,485,258.88 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 5,485,258.88

2548604 0200 BRIDGE "A" - NBI NO. 08453 $ 429,177.50 6.00 $ 25,750.65 $ 454,928.15 CIRB $ 454,928.15 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 454,928.15

2548604 0300 TRAFFIC CONTROL $ 70,580.00 6.00 $ 4,234.80 $ 74,814.80 CIRB $ 74,814.80 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 74,814.80




================================================================ ESTIMATE TOTAL $ 6,352,841.83



PROJECT CONTROL NUMBER : 2548604PROJECT NUMBER : CIRB-171C(127)RB------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


000 $ 5,993,530.03 $ 359,311.80 $ 6,352,841.83 $ 6,352,841.83 ------------------------------------------------------------------ FUND CLASS CIRB TOTALS $ 5,993,530.03 $ 359,311.80 $ 6,352,841.83 $ 6,352,841.83 ================================================================== PROJECT TOTALS $ 5,993,530.03 $ 359,311.80 $ 6,352,841.83 $ 6,352,841.83



PROJECT CONTROL NUMBER : 2548604PROJECT NUMBER : CIRB-171C(127)RB------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY $ 5,174,772.53 $ 310,486.35 $ 5,485,258.88 $ 5,485,258.880200 BRIDGE "A" - NBI NO. 08453 $ 429,177.50 $ 25,750.65 $ 454,928.15 $ 454,928.150300 TRAFFIC CONTROL $ 70,580.00 $ 4,234.80 $ 74,814.80 $ 74,814.800600 STAKING $ 5,000.00 $ 0.00 $ 5,000.00 $ 5,000.000640 CONSTRUCTION $ 314,000.00 $ 18,840.00 $ 332,840.00 $ 332,840.00 ------------------------------------------------------------------ FUND CLASS CIRB TOTALS $ 5,993,530.03 $ 359,311.80 $ 6,352,841.83 $ 6,352,841.83 ================================================================== PROJECT TOTALS $ 5,993,530.03 $ 359,311.80 $ 6,352,841.83 $ 6,352,841.83






PROJECT NUMBER : ACSTP-275C(032)SS PROJECT NAME : BRIDGE AND APPROACHES



SH-152: OVER TAYLOR CREEK, 1.5 MILES WEST OF THE CADDO COUNTY LINE.


COUNTIES: WASHITA ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|






=============================================================================== ESTIMATE TOTALS 1,645,176.13 97,990.57 1,743,166.70 0.00 1,743,166.70





CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.2170 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 40.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 202(A) 0183 UNCLASSIFIED EXCAVATION 5,055.000 CY 8.00000 40,440.000002 202(D) 0184 UNCLASSIFIED BORROW 20,221.000 CY 9.00000 181,989.000003 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 17,000.00000 17,000.000004 221(C) 2801 TEMPORARY SILT FENCE 1,437.000 LF 2.00000 2,874.000005 221(D) 2803 TEMPORARY SEDIMENT FILTER 2.000 EA 300.00000 600.000006 221(F) 0100 TEMPORARY SILT DIKE 273.000 LF 8.50000 2,320.500007 230(A) 2806 SOLID SLAB SODDING 26,559.000 SY 2.20000 58,429.800008 233(A) 2817 VEGETATIVE MULCHING 5.720 AC 275.00000 1,573.000009 241 2832 MOWING 11.440 AC 97.00000 1,109.680010 310(B) 0149 SUBGRADE, METHOD B 5,878.000 SY 2.00000 11,756.000011 407(B) 0250 TACK COAT 1,175.000 GAL 2.90000 3,407.500012 408 5774 PRIME COAT 2,117.000 GAL 8.00000 16,936.000013 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 2,798.000 TON 94.00000 263,012.000014 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) 575.000 TON 120.00000 69,000.000015 509(D) 0325 CLASS C CONCRETE 250.000 CY 390.00000 97,500.000016 611(G) 5704 INLET CDI RCP DES. 1 2.000 EA 4,700.00000 9,400.000017 611(H) 5789 ADD'L DEPTH IN INLET CDI RCP DES. 1 18.000 VF 160.00000 2,880.000018 613(A) 0491 18" R.C.PIPE CLASS III 184.000 LF 89.00000 16,376.000019 613(H) 0450 6" PERFORATED PIPE UNDERDRAIN ROUND 82.000 LF 30.00000 2,460.000020 613(I) 1096 6" NON-PERF.PIPE UNDERDRAIN RND. 28.000 LF 20.00000 560.000021 613(Q) 5946 OUTLET LATERAL HEADWALL 1.000 EA 1,100.00000 1,100.000022 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 10,000.00000 10,000.000023 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 3,279.000 SY 6.50000 21,313.500024 619(B) 4780 REMOVAL OF GUARDRAIL 1,026.000 LF 4.50000 4,617.00

------------------------------------------ CATEGORY TOTAL $ 836,653.98





CONSTRUCTION TYPE : X028 HWY OVER WTRWAY CONCRETE BOX CULVERT # OF SPANS : 2 BRIDGE ID : 31095WORK CLASSIFICATION : 0300 STRUCTURES SPAN LENGTH : 28.1200 CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS SPAN WIDTH : 150.7800 CAT WIDTH : 150.7800 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0025 202(A) 1301 UNCLASSIFIED EXCAVATION 2,650.000 CY 15.00000 39,750.000026 501(A) 1306 STRUCTURAL EXCAVATION UNCLASSIFIED 400.000 CY 25.00000 10,000.000027 509(A) 1326 CLASS AA CONCRETE 960.100 CY 500.00000 480,050.000028 511(A) 1332 REINFORCING STEEL 118,490.000 LB 1.00000 118,490.000029 619(D) 1397 REMOVAL OF EXISTING BRIDGE STRUCTURE 1.000 LSUM 15,000.00000 15,000.00

------------------------------------------ CATEGORY TOTAL $ 663,290.00



CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0030 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 27,840.000 SD 0.31000 8,630.400031 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 1,920.000 SD 0.70000 1,344.00



CATEGORY : 0300 TRAFFIC CONTROL-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0032 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 960.000 SD 1.60000 1,536.000033 880(B) 8827 CONSTRUCTION SIGNS 33.0 SF & OVER 840.000 SD 4.75000 3,990.000034 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 2,160.000 SD 1.05000 2,268.000035 880(C) 8848 WING BARRICADES 480.000 SD 1.00000 480.000036 880(E) 8860 WARNING LIGHTS(TYPE A) 5,280.000 SD 0.30000 1,584.000037 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 268.000 SD 14.50000 3,886.00

------------------------------------------ CATEGORY TOTAL $ 23,718.40

CATEGORY : 0301 SIGNING & STRIPING FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y002 TRAFFIC SIGNSWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0038 413(B) 4863 RUMBLE STRIP-METHOD HMA-CYC 2,245.000 LF 0.45000 1,010.250039 805(A) 8722 (PL)REMOVAL OF EXISTING SIGNS 1.000 LSUM 200.00000 200.000040 850(A) 8110 SHEET ALUMINUM SIGNS 17.500 SF 25.00000 437.500041 851(C) 8330 2 1/2" SQUARE TUBE POST 28.000 LF 12.00000 336.000042 855(A) 8812 TRAFFIC STRIPE(PLASTIC)(4" WIDE) 4,600.000 LF 0.55000 2,530.00

------------------------------------------ CATEGORY TOTAL $ 4,513.75






------------------------------------------ CATEGORY TOTAL $ 12,000.00




------------------------------------------ CATEGORY TOTAL $ 105,000.00





2952404 0100 ROADWAY $ 836,653.98 6.00 $ 50,199.24 $ 886,853.22 0FED $ 886,853.21 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 886,853.21

2952404 0200 BRIDGE A - NBI NO. 31095 $ 663,290.00 6.00 $ 39,797.40 $ 703,087.40 0FED $ 703,087.40 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 703,087.40


2952404 0301 SIGNING & STRIPING $ 4,513.75 6.00 $ 270.83 $ 4,784.58 0FED $ 4,784.57 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0301 $ 4,784.57




================================================================ ESTIMATE TOTAL $ 1,743,166.69










0100 ROADWAY $ 836,653.98 $ 50,199.24 $ 886,853.22 $ 886,853.210200 BRIDGE A - NBI NO. 31095 $ 663,290.00 $ 39,797.40 $ 703,087.40 $ 703,087.400300 TRAFFIC CONTROL $ 23,718.40 $ 1,423.10 $ 25,141.50 $ 25,141.500301 SIGNING & STRIPING $ 4,513.75 $ 270.83 $ 4,784.58 $ 4,784.570600 STAKING $ 12,000.00 $ 0.00 $ 12,000.00 $ 12,000.000640 CONSTRUCTION $ 105,000.00 $ 6,300.00 $ 111,300.00 $ 111,300.00 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 1,645,176.13 $ 97,990.57 $ 1,743,166.70 $ 1,743,166.69 ================================================================== PROJECT TOTALS $ 1,645,176.13 $ 97,990.57 $ 1,743,166.70 $ 1,743,166.70






PROJECT NUMBER : SSR-208B(043)SR PROJECT NAME : RESURFACE (ASPHALT)

RESURFACE (ASPHALT)


US-281: FROM 0.32 MILES NORTH OF THE SH-37 JUNCTION, EXTEND NORTH IN HINTON.

RESURFACE (OVERLAY)

COUNTIES: CADDO ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160185 PROJECT NO.: SSR-208B(043)SR------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------

FUND CLASS 0SSR STATE SURFACE REHABILITATION

SSR-208B(043)SR 3134504 B 18 1,166,247.50 69,974.85 1,236,222.35 0.00 1,236,222.35 ------------------------------------------------------------------------------- FUND CLASS 0SSR TOTALS 1,166,247.50 69,974.85 1,236,222.35 0.00 1,236,222.35

=============================================================================== ESTIMATE TOTALS 1,166,247.50 69,974.85 1,236,222.35 0.00 1,236,222.35


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160185 PCN : 3134504 PROJECT NO. : SSR-208B(043)SR CONTRACT ID : 160185-----------------------------------------------------------------------------------------------------------------------------------PCN : 3134504 RESURFACE (ASPHALT)


0SSR STATE SURFACE REHABILITATION 100.00 %

CONSTRUCTION TYPE : F000 BIT. SURFACE TREATMENTWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 3.1700 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 409(A) 4242 FABRIC REINFORCEMENT 48,500.000 SY 1.00000 48,500.000002 409(B) 4268 BITUMINOUS BINDER 12,200.000 GAL 3.00000 36,600.000003 411(C) 5955 SUPERPAVE, TYPE S4(PG 70-28 OK) 9,850.000 TON 87.50000 861,875.000004 411(H) 6210 SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) 150.000 TON 200.00000 30,000.000005 412 5267 COLD MILLING PAVEMENT 82,550.000 SY 1.50000 123,825.00

------------------------------------------ CATEGORY TOTAL $ 1,100,800.00


0SSR STATE SURFACE REHABILITATION 100.00 %

CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0006 413(B) 4863 RUMBLE STRIP-METHOD HMA-CYC 25,400.000 LF 0.30000 7,620.000007 619(B) 4780 REMOVAL OF GUARDRAIL 310.000 LF 3.25000 1,007.50


April 06, 2016 PAGE NO. 2-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160185 PCN : 3134504 PROJECT NO. : SSR-208B(043)SR CONTRACT ID : 160185-----------------------------------------------------------------------------------------------------------------------------------PCN : 3134504 RESURFACE (ASPHALT)

CATEGORY : 0300 TRAFFIC-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0008 623(A) 0932 BEAM GUARDRAIL W-BEAM SINGLE 200.000 LF 20.00000 4,000.000009 623(F) 8300 GUARDRAIL TRAIL END TURNDOWN (31") 2.000 EA 1,250.00000 2,500.000010 623(G) 8590 GUARDRAIL END TREATMENT (31") 2.000 EA 2,750.00000 5,500.000011 853 9033 DELINEATORS(TYPE 2, CODE 1) 6.000 EA 15.00000 90.000012 855(A) 8840 TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) 48,200.000 LF 0.40000 19,280.000013 855(B) 8818 TRAFFIC STRIPE(PLASTIC)(ARROWS) 3.000 EA 150.00000 450.000014 880(J) 8905 CONSTRUCTION TRAFFIC CONTROL 1.000 LSUM 25,000.00000 25,000.00

------------------------------------------ CATEGORY TOTAL $ 65,447.50





3134504 0100 ROADWAY $ 1,100,800.00 6.00 $ 66,048.00 $ 1,166,848.00 0SSR $ 1,166,848.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 1,166,848.00

3134504 0300 TRAFFIC $ 65,447.50 6.00 $ 3,926.85 $ 69,374.35 0SSR $ 69,374.35 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 69,374.35


================================================================ ESTIMATE TOTAL $ 1,236,222.35



PROJECT CONTROL NUMBER : 3134504PROJECT NUMBER : SSR-208B(043)SR------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


000 $ 1,166,247.50 $ 69,974.85 $ 1,236,222.35 $ 1,236,222.35 ------------------------------------------------------------------ FUND CLASS 0SSR TOTALS $ 1,166,247.50 $ 69,974.85 $ 1,236,222.35 $ 1,236,222.35 ================================================================== PROJECT TOTALS $ 1,166,247.50 $ 69,974.85 $ 1,236,222.35 $ 1,236,222.35



PROJECT CONTROL NUMBER : 3134504PROJECT NUMBER : SSR-208B(043)SR------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY $ 1,100,800.00 $ 66,048.00 $ 1,166,848.00 $ 1,166,848.000300 TRAFFIC $ 65,447.50 $ 3,926.85 $ 69,374.35 $ 69,374.35 ------------------------------------------------------------------ FUND CLASS 0SSR TOTALS $ 1,166,247.50 $ 69,974.85 $ 1,236,222.35 $ 1,236,222.35 ================================================================== PROJECT TOTALS $ 1,166,247.50 $ 69,974.85 $ 1,236,222.35 $ 1,236,222.35






PROJECT NUMBER : SBR-221C(027)SB PROJECT NAME : BRIDGE REHABILITATION



SH-116: OVER CLOUD CREEK, 2.8 MILES EAST OF US-59 NEAR COLCORD.





ESTIMATE NUMBER : 160187 PROJECT NO.: SBR-221C(027)SB------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


SBR-221C(027)SB 2982704 B 15 707,353.88 42,021.23 749,375.11 0.00 749,375.11 ------------------------------------------------------------------------------- FUND CLASS 0SBR TOTALS 707,353.88 42,021.23 749,375.11 0.00 749,375.11

=============================================================================== ESTIMATE TOTALS 707,353.88 42,021.23 749,375.11 0.00 749,375.11


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160187 PCN : 2982704 PROJECT NO. : SBR-221C(027)SB CONTRACT ID : 160187-----------------------------------------------------------------------------------------------------------------------------------PCN : 2982704 BRIDGE REHABILITATION



CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.1000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 40.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 202(A) 0183 UNCLASSIFIED EXCAVATION 55.000 CY 10.00000 550.000002 202(D) 0184 UNCLASSIFIED BORROW 298.000 CY 10.00000 2,980.000003 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 5,000.00000 5,000.000004 221(C) 2801 TEMPORARY SILT FENCE 1,645.000 LF 3.00000 4,935.000005 221(F) 0100 TEMPORARY SILT DIKE 300.000 LF 8.00000 2,400.000006 230(A) 2806 SOLID SLAB SODDING 965.000 SY 6.00000 5,790.000007 232(A) 2813 SEEDING METHOD A 0.200 AC 0.20000 0.040008 233(A) 2817 VEGETATIVE MULCHING 0.200 AC 0.20000 0.040009 241 2832 MOWING 0.400 AC 200.00000 80.000010 303(A) 2100 AGGREGATE BASE TYPE A 55.000 CY 60.00000 3,300.000011 307(K) 4300 STABILIZED SUBGRADE 280.000 SY 12.00000 3,360.000012 325 5271 SEPARATOR FABRIC 75.000 SY 3.00000 225.000013 407(B) 0250 TACK COAT 64.000 GAL 3.00000 192.000014 408 5774 PRIME COAT 160.000 GAL 7.00000 1,120.000015 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 69.000 TON 85.00000 5,865.000016 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) 186.000 TON 110.00000 20,460.000017 412 5267 COLD MILLING PAVEMENT 1,449.000 SY 10.00000 14,490.000018 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 214.000 SY 10.00000 2,140.000019 619(B) 4780 REMOVAL OF GUARDRAIL 532.000 LF 3.00000 1,596.000020 619(B) 5881 REMOVAL OF CONCRETE DITCH LINER 300.000 LF 7.00000 2,100.000021 623(A) 0932 BEAM GUARDRAIL W-BEAM SINGLE 300.000 LF 20.00000 6,000.000022 623(G) 8590 GUARDRAIL END TREATMENT (31") 4.000 EA 2,500.00000 10,000.000023 623(I) 8700 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") 4.000 EA 1,500.00000 6,000.000024 853 9069 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) 8.000 EA 10.00000 80.00

------------------------------------------ CATEGORY TOTAL $ 98,663.08



CATEGORY : 0200 BRIDGE FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X081 HWY OVER WTRWAY CONC. PRESTRESSED GIRDERWORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0170 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 40.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0025 501(G) 6315 CLSM BACKFILL 48.800 CY 200.00000 9,760.000026 503(A) 6123 PRESTRESSED CONCRETE BEAMS 706.000 LF 300.00000 211,800.000027 504(A) 1304 APPROACH SLAB 146.400 SY 220.00000 32,208.000028 504(B) 1305 SAW-CUT GROOVING 466.500 SY 8.00000 3,732.000029 504(D) 6245 CONCRETE RAIL (TR4) 262.200 LF 90.00000 23,598.000030 509(A) 1326 CLASS AA CONCRETE 49.900 CY 950.00000 47,405.000031 509(B) 1328 CLASS A CONCRETE 19.800 CY 875.00000 17,325.000032 511 6306 MECHANICAL SPLICES 245.000 EA 30.00000 7,350.000033 511(B) 6010 EPOXY COATED REINFORCING STEEL 15,710.000 LB 1.00000 15,710.000034 515(A) 6013 WATER REPELLENT (VISUALLY INSPECTED) 318.800 SY 5.00000 1,594.000035 520(A) 6058 PREPARATION OF CRACKS, ABOVE WATER 56.000 LF 35.00000 1,960.000036 520(C) 6060 EPOXY RESIN, ABOVE WATER 1.000 GAL 60.00000 60.000037 521(A) 6210 PNEUMATICALLY PLACED MORTAR 22.200 SY 665.00000 14,763.000038 523(A) 6550 SEALER CRACK PREPARATION 90.000 LF 4.00000 360.000039 523(B) 6560 SEALER RESIN 1.000 GAL 125.00000 125.000040 525(A) 0100 (SP)NEST PREVENTION - NETTING 1.000 LSUM 15,000.00000 15,000.000041 535 6130 (SP)CORROSION INHIBITOR(SURFACE APPLIED) 8.000 SY 45.00000 360.000042 601(B) 1353 TYPE I-A PLAIN RIPRAP 318.000 TON 40.00000 12,720.000043 601(C) 1355 TYPE I-A FILTER BLANKET 155.000 TON 35.00000 5,425.000044 619(B) 2500 REMOVAL OF BRIDGE ITEMS 1.000 LSUM 37,250.00000 37,250.000045 619(B) 6364 REMOVAL OF EXISTING RIPRAP 1.000 LSUM 5,000.00000 5,000.00

------------------------------------------ CATEGORY TOTAL $ 463,505.00





CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 40.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0046 823 8480 (SP)PORTABLE TRAFFIC SIGNAL SYSTEM 1.000 LSUM 24,000.00000 24,000.000047 850(A) 8110 SHEET ALUMINUM SIGNS 15.000 SF 20.00000 300.000048 851(C) 8330 2 1/2" SQUARE TUBE POST 98.000 LF 10.00000 980.000049 855(A) 8812 TRAFFIC STRIPE(PLASTIC)(4" WIDE) 3,200.000 LF 1.50000 4,800.000050 857(A) 8839 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) 2,910.000 LF 0.50000 1,455.000051 857(E) 8887 (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX 580.000 EA 1.50000 870.00 TAB)TYPE 2-10052 857(F) 8006 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) 3,200.000 LF 1.25000 4,000.000053 871(B) 8705 (SP)CONST.ZONE IMPACT ATTEN. 240.000 SD 15.00000 3,600.000054 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER 750.000 LF 30.00000 22,500.000055 877(C) 8486 RELOCATION OF PORTABLE LONGITUDINAL BARRIER 700.000 LF 5.00000 3,500.000056 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 5,082.000 SD 0.45000 2,286.900057 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 528.000 SD 1.25000 660.000058 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 1,584.000 SD 1.75000 2,772.000059 880(C) 8848 WING BARRICADES 264.000 SD 1.50000 396.000060 880(E) 8860 WARNING LIGHTS(TYPE A) 1,914.000 SD 0.35000 669.900061 880(F) 8878 DRUMS 792.000 SD 0.50000 396.00

------------------------------------------ CATEGORY TOTAL $ 73,185.80






------------------------------------------ CATEGORY TOTAL $ 7,000.00




------------------------------------------ CATEGORY TOTAL $ 65,000.00





2982704 0100 ROADWAY $ 98,663.08 6.00 $ 5,919.78 $ 104,582.86 0SBR $ 104,582.86 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 104,582.86

2982704 0200 BRIDGE $ 463,505.00 6.00 $ 27,810.30 $ 491,315.30 0SBR $ 491,315.30 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 491,315.30

2982704 0300 TRAFFIC $ 73,185.80 6.00 $ 4,391.15 $ 77,576.95 0SBR $ 77,576.94 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 77,576.94

2982704 0600 STAKING $ 7,000.00 0.00 $ 0.00 $ 7,000.00 0SBR $ 7,000.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0600 $ 7,000.00

2982704 0640 CONSTRUCTION $ 65,000.00 6.00 $ 3,900.00 $ 68,900.00 0SBR $ 68,900.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0640 $ 68,900.00


================================================================ ESTIMATE TOTAL $ 749,375.11



PROJECT CONTROL NUMBER : 2982704PROJECT NUMBER : SBR-221C(027)SB------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


000 $ 707,353.88 $ 42,021.23 $ 749,375.11 $ 749,375.11 ------------------------------------------------------------------ FUND CLASS 0SBR TOTALS $ 707,353.88 $ 42,021.23 $ 749,375.11 $ 749,375.11 ================================================================== PROJECT TOTALS $ 707,353.88 $ 42,021.23 $ 749,375.11 $ 749,375.11



PROJECT CONTROL NUMBER : 2982704PROJECT NUMBER : SBR-221C(027)SB------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY $ 98,663.08 $ 5,919.78 $ 104,582.86 $ 104,582.860200 BRIDGE $ 463,505.00 $ 27,810.30 $ 491,315.30 $ 491,315.300300 TRAFFIC $ 73,185.80 $ 4,391.15 $ 77,576.95 $ 77,576.940600 STAKING $ 7,000.00 $ 0.00 $ 7,000.00 $ 7,000.000640 CONSTRUCTION $ 65,000.00 $ 3,900.00 $ 68,900.00 $ 68,900.00 ------------------------------------------------------------------ FUND CLASS 0SBR TOTALS $ 707,353.88 $ 42,021.23 $ 749,375.11 $ 749,375.11 ================================================================== PROJECT TOTALS $ 707,353.88 $ 42,021.23 $ 749,375.11 $ 749,375.11






PROJECT NUMBER : ACSTP-141C(168)SS PROJECT NAME : GRADE, DRAIN, SURFACE, AND BRIDGE



SH-102: FROM 0.2 MI NORTH OF US-62, EXT NORTH NEAR MIDWAY. US-62: FROM 3.65 MI WEST OF SH-102, EXT EAST NEAR MIDWAY.


SH-102: FROM 0.2 NORTH OF US-62, EXT NORTH NEAR MIDWAY. US-62: FROM 3.65 MI WEST OF SH-102, EXT EAST NEAR MIDWAY.






COUNTIES: LINCOLN LINCOLN LINCOLN OKLAHOMA LINCOLN ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|




FUND CLASS 0BIA BUREAU OF INDIAN AFFAIRS

ACSTP-141C(224)SS 2422807 B 07 2,186,706.15 131,202.37 2,317,908.52 0.00 1,200,213.03 ------------------------------------------------------------------------------- FUND CLASS 0BIA TOTALS 2,186,706.15 131,202.37 2,317,908.52 0.00 1,200,213.03


ACSTP-141C(168)SS 2422704 B 07 7,908,395.70 474,503.75 8,382,899.45 0.00 8,382,899.45ACSTP-141C(171)SS 2422804 B 07 10,451,545.75 627,092.74 11,078,638.49 0.00 11,078,638.49ACSTP-141C(224)SS 2422807 B 07 2,186,706.15 131,202.37 2,317,908.52 0.00 894,249.11ACSTP-141C(232)SS 2422810 B 07 4,338,683.65 246,145.42 4,584,829.07 0.00 3,209,380.35 ------------------------------------------------------------------------------- FUND CLASS 0FED TOTALS 24,885,331.25 1,478,944.28 26,364,275.53 0.00 23,565,167.40


ACSTP-141C(224)SS 2422807 B 07 2,186,706.15 131,202.37 2,317,908.52 0.00 223,446.38ACSTP-141C(232)SS 2422810 B 07 4,338,683.65 246,145.42 4,584,829.07 0.00 1,375,448.72 ------------------------------------------------------------------------------- FUND CLASS 0SSP TOTALS 6,525,389.80 377,347.79 6,902,737.59 0.00 1,598,895.10

=============================================================================== ESTIMATE TOTALS 24,885,331.25 1,478,944.28 26,364,275.53 0.00 26,364,275.53


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160188 PCN : 2422704 PROJECT NO. : ACSTP-141C(168)SS CONTRACT ID : 160188-----------------------------------------------------------------------------------------------------------------------------------PCN : 2422704 GRADE, DRAIN, SURFACE, AND BRIDGE

CATEGORY : 0100 ROADWAY - ACSTP-141C(168)SS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 1.9270 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 40.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 35,000.00000 35,000.000002 202(A) 0183 UNCLASSIFIED EXCAVATION 247,338.000 CY 6.50000 1,607,697.000003 202(D) 0184 UNCLASSIFIED BORROW 1,017.000 CY 9.00000 9,153.000004 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 100,000.00000 100,000.000005 208 0400 CLAY PLATING 16,065.000 CY 20.00000 321,300.000006 221(C) 2801 TEMPORARY SILT FENCE 13,264.000 LF 2.00000 26,528.000007 221(F) 0100 TEMPORARY SILT DIKE 518.000 LF 9.00000 4,662.000008 221(G) 0150 TEMPORARY ROCK FILTER DAM TYPE 1 106.000 CY 84.00000 8,904.000009 230(A) 2806 SOLID SLAB SODDING 197,883.000 SY 1.40000 277,036.200010 230(F) 2812 WATERING 7,916.000 KGAL 7.00000 55,412.000011 232(B) 2814 SEEDING METHOD B 38.490 AC 450.00000 17,320.500012 233(A) 2817 VEGETATIVE MULCHING 38.490 AC 375.00000 14,433.750013 234(A) 2824 FERTILIZING (10-20-10) 19.780 TON 700.00000 13,846.000014 241 2832 MOWING 38.490 AC 60.00000 2,309.400015 303(A) 2100 AGGREGATE BASE TYPE A 11,544.000 CY 50.00000 577,200.000016 307(A) 4200 FLY ASH 3,600.000 TON 70.00000 252,000.000017 307(D) 4230 LIME 540.000 TON 160.00000 86,400.000018 307(E) 4240 CEMENTITIOUS STABILIZED SUBGRADE 59,310.000 SY 2.60000 154,206.000019 307(G) 4260 LIME PRETREATMENT 9,875.000 SY 4.50000 44,437.500020 325 5271 SEPARATOR FABRIC 56,845.000 SY 1.20000 68,214.000021 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 4,746.000 TON 35.00000 166,110.000022 407(B) 0250 TACK COAT 8,319.000 GAL 3.00000 24,957.000023 408 5774 PRIME COAT 37,974.000 GAL 4.00000 151,896.000024 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 16,118.000 TON 75.00000 1,208,850.000025 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) 6,664.000 TON 90.00000 599,760.00



CATEGORY : 0100 ROADWAY - ACSTP-141C(168)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0026 501(A) 0313 STRUCTURAL EXCAVATION UNCLASSIFIED 378.000 CY 50.00000 18,900.000027 509(A) 0319 CLASS AA CONCRETE 150.000 CY 450.00000 67,500.000028 509(C) 0322 CLASS A CONCRETE, SMALL STRUCTURES 3.000 CY 400.00000 1,200.000029 509(D) 0325 CLASS C CONCRETE 1,215.000 CY 270.00000 328,050.000030 511(A) 0332 REINFORCING STEEL 23,590.000 LB 1.00000 23,590.000031 514(J) 6390 TEMPORARY SHEET PILING 1.000 LSUM 30,000.00000 30,000.000032 601(B) 0536 TYPE I-A PLAIN RIPRAP 83.000 TON 50.00000 4,150.000033 601(C) 0538 TYPE I-A FILTER BLANKET 20.000 TON 55.00000 1,100.000034 611(G) 5388 INLET CDI RCB DES. 2 1.000 EA 1,900.00000 1,900.000035 611(L) 0487 JUNCTION BOXES 472.000 CF 65.00000 30,680.000036 613(A) 0492 24" R.C.PIPE CLASS III 2,068.000 LF 55.00000 113,740.000037 613(A) 0494 36" R.C.PIPE CLASS III 80.000 LF 90.00000 7,200.000038 613(A) 0495 42" R.C.PIPE CLASS III 208.000 LF 110.00000 22,880.000039 613(A) 0496 48" R.C.PIPE CLASS III 282.000 LF 200.00000 56,400.000040 613(A) 4496 28" X 18" R.C.PIPE ARCH CLASS A-III 204.000 LF 90.00000 18,360.000041 613(B) 0690 24" CORR. GALV. STEEL PIPE 1,937.000 LF 30.00000 58,110.000042 613(B) 0692 36" CORR. GALV. STEEL PIPE 50.000 LF 80.00000 4,000.000043 613(B) 0693 42" CORR. GALV. STEEL PIPE 130.000 LF 65.00000 8,450.000044 613(B) 0694 48" CORR. GALV. STEEL PIPE 198.000 LF 110.00000 21,780.000045 613(B) 4528 28" X 20" CORR. GALV. STEEL PIPE ARCH 202.000 LF 40.00000 8,080.000046 613(H) 0500 8" PERFORATED PIPE UNDERDRAIN ROUND 725.000 LF 20.00000 14,500.000047 613(I) 1097 8" NON-PERF.PIPE UNDERDRAIN RND. 242.000 LF 25.00000 6,050.000048 613(L) 5730 24" PREFAB. CULVERT END SECTION, ROUND 2.000 EA 675.00000 1,350.000049 613(L) 5736 42" PREFAB. CULVERT END SECTION, ROUND 1.000 EA 1,575.00000 1,575.000050 613(L) 5738 48" PREFAB. CULVERT END SECTION, ROUND 4.000 EA 1,800.00000 7,200.000051 613(M) 7197 TYPE B6 CULVERT END TREATMENT 59.000 EA 1,750.00000 103,250.000052 613(M) 7199 TYPE D6 CULVERT END TREATMENT 1.000 EA 1,900.00000 1,900.000053 613(Q) 5946 OUTLET LATERAL HEADWALL 4.000 EA 350.00000 1,400.000054 613(T) 1187 STANDARD BEDDING MATERIAL, CLASS C 377.000 CY 36.00000 13,572.000055 613(U) 1100 PIPE UNDERDRAIN COVER MAT'L. 73.000 CY 50.00000 3,650.000056 613(V) 1180 TRENCH EXCAVATION 822.000 CY 7.00000 5,754.000057 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 30,000.00000 30,000.000058 619(B) 0291 REMOVAL OF HEADWALL 1.000 EA 1,500.00000 1,500.00



CATEGORY : 0100 ROADWAY - ACSTP-141C(168)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0059 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 31,194.000 SY 5.00000 155,970.000060 619(C) 0924 SAWING PAVEMENT 5,613.000 LF 4.00000 22,452.000061 624(A) 4281 FENCE-STYLE WWF 451.000 LF 5.50000 2,480.500062 624(B) 4464 GATES-STYLE WWF (4.5'HIGH X 14'LONG) 1.000 EA 925.00000 925.000063 624(C) 4459 FENCE-STYLE SWF (5 BARBED WIRE) 10,157.000 LF 5.25000 53,324.250064 629(A) 4958 MAILBOX INSTALLATION-SINGLE 7.000 EA 100.00000 700.000065 629(B) 4959 MAILBOX INSTALLATION-MULTIPLE 1.000 EA 225.00000 225.000066 629(C) 4960 MAILBOX 11.000 EA 35.00000 385.000067 629(D) 4961 REMOVAL OF MAILBOX INSTALLATION 11.000 EA 35.00000 385.00

------------------------------------------ CATEGORY TOTAL $ 7,082,250.10

CATEGORY : 0200 BRIDGE 'A' - NBI NO. 23499 - ACSTP-141C(168)SS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X028 HWY OVER WTRWAY CONCRETE BOX CULVERTWORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0040 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0068 202(A) 1301 UNCLASSIFIED EXCAVATION 15,540.000 CY 8.00000 124,320.000069 402(A) 0217 TRAFFIC BOUND SURFACE COURSE TYPE A 2,052.000 TON 30.00000 61,560.000070 501(A) 1306 STRUCTURAL EXCAVATION UNCLASSIFIED 343.000 CY 20.00000 6,860.000071 509(A) 1326 CLASS AA CONCRETE 887.500 CY 400.00000 355,000.000072 511(A) 1332 REINFORCING STEEL 183,420.000 LB 1.00000 183,420.000073 525(C) 1000 (SP)NEST PREVENTION 1.000 LSUM 5,000.00000 5,000.00



CATEGORY : 0200 BRIDGE 'A' - NBI NO. 23499 - ACSTP-141C(168)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0074 619(D) 1397 REMOVAL OF EXISTING BRIDGE STRUCTURE 1.000 LSUM 25,000.00000 25,000.00

------------------------------------------ CATEGORY TOTAL $ 761,160.00

CATEGORY : 0301 TRAFFIC SIGNING AND STRIPING - ACSTP-141C(168)SS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0075 413(D) 4869 RUMBLE STRIP METHOD PCC-CYC 18,970.000 LF 2.50000 47,425.000076 805(A) 8724 (PL)REMOVAL OF EXISTING SIGNS 4.000 EA 55.00000 220.000077 850(A) 8110 SHEET ALUMINUM SIGNS 17.440 SF 15.00000 261.600078 851(C) 8324 2" SQUARE TUBE POST 46.500 LF 6.00000 279.000079 855(A) 8840 TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) 42,000.000 LF 0.40000 16,800.00

------------------------------------------ CATEGORY TOTAL $ 64,985.60






CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 3.4220 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 40.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 35,000.00000 35,000.000002 202(A) 0183 UNCLASSIFIED EXCAVATION 216,881.000 CY 6.50000 1,409,726.500003 202(D) 0184 UNCLASSIFIED BORROW 4,779.000 CY 8.00000 38,232.000004 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 100,000.00000 100,000.000005 221(C) 2801 TEMPORARY SILT FENCE 3,360.000 LF 2.50000 8,400.000006 221(F) 0100 TEMPORARY SILT DIKE 910.000 LF 9.00000 8,190.000007 221(G) 0150 TEMPORARY ROCK FILTER DAM TYPE 1 220.000 CY 82.00000 18,040.000008 230(A) 2806 SOLID SLAB SODDING 309,662.000 SY 1.30000 402,560.600009 230(F) 2812 WATERING 12,387.000 KGAL 6.00000 74,322.000010 232(B) 2814 SEEDING METHOD B 63.980 AC 425.00000 27,191.500011 233(A) 2817 VEGETATIVE MULCHING 63.980 AC 375.00000 23,992.500012 234(A) 2824 FERTILIZING (10-20-10) 31.000 TON 700.00000 21,700.000013 241 2832 MOWING 63.980 AC 60.00000 3,838.800014 303(A) 2100 AGGREGATE BASE TYPE A 16,351.000 CY 45.00000 735,795.000015 307(A) 4200 FLY ASH 5,600.000 TON 65.00000 364,000.000016 307(D) 4230 LIME 263.000 TON 170.00000 44,710.000017 307(E) 4240 CEMENTITIOUS STABILIZED SUBGRADE 97,217.000 SY 2.50000 243,042.500018 307(G) 4260 LIME PRETREATMENT 14,583.000 SY 1.75000 25,520.250019 325 5271 SEPARATOR FABRIC 86,584.000 SY 1.00000 86,584.000020 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 12,000.000 TON 25.00000 300,000.000021 407(B) 0250 TACK COAT 14,667.000 GAL 2.75000 40,334.250022 408 5774 PRIME COAT 57,401.000 GAL 3.75000 215,253.750023 409(A) 4242 FABRIC REINFORCEMENT 9,702.000 SY 2.00000 19,404.000024 409(B) 4268 BITUMINOUS BINDER 2,264.000 GAL 5.00000 11,320.000025 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 33,668.000 TON 75.00000 2,525,100.00



CATEGORY : 0100 ROADWAY - ACSTP-141C(171)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0026 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) 11,649.000 TON 85.00000 990,165.000027 412 5267 COLD MILLING PAVEMENT 19,403.000 SY 4.00000 77,612.000028 501(A) 0313 STRUCTURAL EXCAVATION UNCLASSIFIED 107.000 CY 50.00000 5,350.000029 509(A) 0319 CLASS AA CONCRETE 285.000 CY 450.00000 128,250.000030 509(D) 0325 CLASS C CONCRETE 2,744.000 CY 250.00000 686,000.000031 511(A) 0332 REINFORCING STEEL 43,605.000 LB 0.95000 41,424.750032 601(A) 0297 TYPE I PLAIN RIPRAP 478.000 TON 40.00000 19,120.000033 611(G) 6006 INLET (SMD-TYPE 2B) 3.000 EA 2,700.00000 8,100.000034 613(A) 0491 18" R.C.PIPE CLASS III 62.000 LF 55.00000 3,410.000035 613(A) 0494 36" R.C.PIPE CLASS III 268.000 LF 90.00000 24,120.000036 613(A) 0496 48" R.C.PIPE CLASS III 90.000 LF 200.00000 18,000.000037 613(A) 4496 28" X 18" R.C.PIPE ARCH CLASS A-III 54.000 LF 90.00000 4,860.000038 613(B) 0689 18" CORR. GALV. STEEL PIPE 977.000 LF 30.00000 29,310.000039 613(B) 0690 24" CORR. GALV. STEEL PIPE 3,347.000 LF 30.00000 100,410.000040 613(B) 0693 42" CORR. GALV. STEEL PIPE 68.000 LF 65.00000 4,420.000041 613(B) 0694 48" CORR. GALV. STEEL PIPE 63.000 LF 100.00000 6,300.000042 613(B) 0695 54" CORR. GALV. STEEL PIPE 68.000 LF 60.00000 4,080.000043 613(B) 4528 28" X 20" CORR. GALV. STEEL PIPE ARCH 303.000 LF 39.00000 11,817.000044 613(B) 4532 57" X 38" CORR. GALV. STEEL PIPE ARCH 1,400.000 LF 65.00000 91,000.000045 613(H) 0500 8" PERFORATED PIPE UNDERDRAIN ROUND 1,284.000 LF 15.00000 19,260.000046 613(I) 1097 8" NON-PERF.PIPE UNDERDRAIN RND. 428.000 LF 15.00000 6,420.000047 613(L) 5726 18" PREFAB. CULVERT END SECTION, ROUND 2.000 EA 700.00000 1,400.000048 613(L) 5734 36" PREFAB. CULVERT END SECTION, ROUND 2.000 EA 1,200.00000 2,400.000049 613(L) 5738 48" PREFAB. CULVERT END SECTION, ROUND 1.000 EA 1,500.00000 1,500.000050 613(M) 7187 TYPE B4 CULVERT END TREATMENT 1.000 EA 1,110.00000 1,110.000051 613(M) 7197 TYPE B6 CULVERT END TREATMENT 101.000 EA 1,500.00000 151,500.000052 613(M) 7199 TYPE D6 CULVERT END TREATMENT 1.000 EA 1,900.00000 1,900.000053 613(M) 7200 TYPE E6 CULVERT END TREATMENT 1.000 EA 3,305.00000 3,305.000054 613(M) 7204 TYPE DD6 CULVERT END TREATMENT 8.000 EA 2,800.00000 22,400.000055 613(Q) 5946 OUTLET LATERAL HEADWALL 6.000 EA 500.00000 3,000.000056 613(T) 1187 STANDARD BEDDING MATERIAL, CLASS C 526.000 CY 35.00000 18,410.000057 613(U) 1100 PIPE UNDERDRAIN COVER MAT'L. 140.000 CY 35.00000 4,900.000058 613(V) 1180 TRENCH EXCAVATION 807.000 CY 8.00000 6,456.00



CATEGORY : 0100 ROADWAY - ACSTP-141C(171)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0059 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 40,000.00000 40,000.000060 619(B) 0291 REMOVAL OF HEADWALL 3.000 EA 1,500.00000 4,500.000061 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 42,426.000 SY 2.50000 106,065.000062 619(C) 0924 SAWING PAVEMENT 27,974.000 LF 3.00000 83,922.000063 624(A) 4281 FENCE-STYLE WWF 2,357.000 LF 5.50000 12,963.500064 624(B) 4464 GATES-STYLE WWF (4.5'HIGH X 14'LONG) 2.000 EA 900.00000 1,800.000065 624(C) 4459 FENCE-STYLE SWF (5 BARBED WIRE) 11,306.000 LF 5.25000 59,356.500066 624(E) 4288 FENCE-STYLE CLF (4'HIGH, CLASS A) 338.000 LF 17.00000 5,746.000067 624(F) 5849 GATES-STYLE CLF (4'HIGH X 14'LONG) 3.000 EA 1,000.00000 3,000.000068 629(A) 4958 MAILBOX INSTALLATION-SINGLE 22.000 EA 95.00000 2,090.000069 629(B) 4959 MAILBOX INSTALLATION-MULTIPLE 2.000 EA 200.00000 400.000070 629(C) 4960 MAILBOX 26.000 EA 35.00000 910.000071 629(D) 4961 REMOVAL OF MAILBOX INSTALLATION 26.000 EA 25.50000 663.00

------------------------------------------ CATEGORY TOTAL $ 9,601,383.40

CATEGORY : 0200 BRIDGE 'A' - NBI NO. 01814 - ACSTP-141C(171)SS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X028 HWY OVER WTRWAY CONCRETE BOX CULVERTWORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0090 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0072 202(A) 1301 UNCLASSIFIED EXCAVATION 930.000 CY 8.00000 7,440.000073 501(A) 1306 STRUCTURAL EXCAVATION UNCLASSIFIED 95.000 CY 20.00000 1,900.00



CATEGORY : 0200 BRIDGE 'A' - NBI NO. 01814 - ACSTP-141C(171)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0074 509(A) 1326 CLASS AA CONCRETE 252.800 CY 400.00000 101,120.000075 511(A) 1332 REINFORCING STEEL 43,400.000 LB 1.00000 43,400.000076 525(C) 1000 (SP)NEST PREVENTION 1.000 LSUM 5,000.00000 5,000.000077 619(D) 1397 REMOVAL OF EXISTING BRIDGE STRUCTURE 1.000 LSUM 10,000.00000 10,000.00

------------------------------------------ CATEGORY TOTAL $ 168,860.00

CATEGORY : 0201 BRIDGE 'B' - NBI NO. 30202 - ACSTP-141C(171)SS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X028 HWY OVER WTRWAY CONCRETE BOX CULVERTWORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0078 202(A) 1301 UNCLASSIFIED EXCAVATION 6,880.000 CY 8.00000 55,040.000079 402(A) 0217 TRAFFIC BOUND SURFACE COURSE TYPE A 1,389.000 TON 30.00000 41,670.000080 501(A) 1306 STRUCTURAL EXCAVATION UNCLASSIFIED 236.000 CY 20.00000 4,720.000081 509(A) 1326 CLASS AA CONCRETE 769.600 CY 400.00000 307,840.000082 511(A) 1332 REINFORCING STEEL 113,190.000 LB 1.00000 113,190.000083 525(C) 1000 (SP)NEST PREVENTION 1.000 LSUM 5,000.00000 5,000.000084 619(D) 1397 REMOVAL OF EXISTING BRIDGE STRUCTURE 1.000 LSUM 25,000.00000 25,000.00

------------------------------------------ CATEGORY TOTAL $ 552,460.00





CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0085 413(D) 4869 RUMBLE STRIP METHOD PCC-CYC 32,250.000 LF 2.50000 80,625.000086 805(A) 8724 (PL)REMOVAL OF EXISTING SIGNS 44.000 EA 55.00000 2,420.000087 805(D) 8756 (PL)REMOVE & RESET EXISTING SIGNS 2.000 EA 150.00000 300.000088 850(A) 8110 SHEET ALUMINUM SIGNS 256.090 SF 15.00000 3,841.350089 851(C) 8324 2" SQUARE TUBE POST 171.000 LF 6.00000 1,026.000090 851(C) 8330 2 1/2" SQUARE TUBE POST 484.000 LF 7.50000 3,630.000091 855(A) 8812 TRAFFIC STRIPE(PLASTIC)(4" WIDE) 74,000.000 LF 0.50000 37,000.00

------------------------------------------ CATEGORY TOTAL $ 128,842.35





0BIA BUREAU OF INDIAN AFFAIRS 51.78 % 0FED FEDERAL FUND PLACE HOLDER 38.58 % 0SSP OKLAHOMA STATE SPECIAL FUNDS 9.64 %

CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.4630 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 54.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 10,000.00000 10,000.000002 202(A) 0183 UNCLASSIFIED EXCAVATION 22,038.000 CY 9.00000 198,342.000003 202(D) 0184 UNCLASSIFIED BORROW 7,280.000 CY 10.00000 72,800.000004 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 20,000.00000 20,000.000005 221(C) 2801 TEMPORARY SILT FENCE 900.000 LF 2.00000 1,800.000006 221(D) 2803 TEMPORARY SEDIMENT FILTER 2.000 EA 225.00000 450.000007 221(F) 0100 TEMPORARY SILT DIKE 84.000 LF 9.00000 756.000008 221(G) 0150 TEMPORARY ROCK FILTER DAM TYPE 1 24.000 CY 140.00000 3,360.000009 230(A) 2806 SOLID SLAB SODDING 42,411.000 SY 1.60000 67,857.600010 230(F) 2812 WATERING 1,697.000 KGAL 10.00000 16,970.000011 232(B) 2814 SEEDING METHOD B 7.220 AC 375.00000 2,707.500012 233(A) 2817 VEGETATIVE MULCHING 7.220 AC 350.00000 2,527.000013 234(A) 2824 FERTILIZING (10-20-10) 5.000 TON 750.00000 3,750.000014 241 2832 MOWING 7.220 AC 100.00000 722.000015 303(B) 2110 AGGREGATE BASE TYPE B 3,586.000 CY 50.00000 179,300.000016 307(A) 4200 FLY ASH 950.000 TON 80.00000 76,000.000017 307(D) 4230 LIME 45.000 TON 175.00000 7,875.000018 307(E) 4240 CEMENTITIOUS STABILIZED SUBGRADE 16,478.000 SY 2.75000 45,314.500019 307(G) 4260 LIME PRETREATMENT 2,472.000 SY 4.00000 9,888.000020 325 5271 SEPARATOR FABRIC 18,826.000 SY 1.50000 28,239.000021 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 792.000 TON 32.50000 25,740.000022 407(B) 0250 TACK COAT 3,024.000 GAL 3.25000 9,828.000023 408 5774 PRIME COAT 11,886.000 GAL 7.00000 83,202.00



CATEGORY : 0100 ROADWAY - ACSTP-141C(224)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0024 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 7,656.000 TON 80.00000 612,480.000025 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) 2,191.000 TON 100.00000 219,100.000026 501(A) 0313 STRUCTURAL EXCAVATION UNCLASSIFIED 29.000 CY 35.00000 1,015.000027 509(A) 0319 CLASS AA CONCRETE 95.000 CY 450.00000 42,750.000028 509(C) 0322 CLASS A CONCRETE, SMALL STRUCTURES 2.000 CY 1,000.00000 2,000.000029 509(D) 0325 CLASS C CONCRETE 343.000 CY 285.00000 97,755.000030 511(A) 0332 REINFORCING STEEL 11,680.000 LB 1.00000 11,680.000031 601(A) 0297 TYPE I PLAIN RIPRAP 77.000 TON 45.00000 3,465.000032 601(B) 0536 TYPE I-A PLAIN RIPRAP 37.000 TON 45.00000 1,665.000033 601(C) 0538 TYPE I-A FILTER BLANKET 10.000 TON 60.00000 600.000034 609(B) 1524 2'-8" COMB. CURB & GUTTER (6" MNTBLE) 3,072.000 LF 28.00000 86,016.000035 610(B) 0604 6" CONCRETE DRIVEWAY 684.000 SY 50.00000 34,200.000036 611(G) 5120 INLET CI DES. 3 (STD) 2.000 EA 5,000.00000 10,000.000037 611(L) 0487 JUNCTION BOXES 182.000 CF 60.00000 10,920.000038 613(A) 0491 18" R.C.PIPE CLASS III 486.000 LF 50.00000 24,300.000039 613(A) 0492 24" R.C.PIPE CLASS III 74.000 LF 70.00000 5,180.000040 613(A) 0494 36" R.C.PIPE CLASS III 48.000 LF 100.00000 4,800.000041 613(B) 0689 18" CORR. GALV. STEEL PIPE 114.000 LF 28.00000 3,192.000042 613(B) 4527 21" X 15" CORR. GALV. STEEL PIPE ARCH 102.000 LF 33.00000 3,366.000043 613(H) 0500 8" PERFORATED PIPE UNDERDRAIN ROUND 174.000 LF 30.00000 5,220.000044 613(I) 1097 8" NON-PERF.PIPE UNDERDRAIN RND. 58.000 LF 25.00000 1,450.000045 613(J) 5915 EDGE DRAIN CONDUIT-PERFORATED 3,072.000 LF 9.00000 27,648.000046 613(K) 5916 EDGE DRAIN OUTLET LATERAL-NONPERFORATED 330.000 LF 12.00000 3,960.000047 613(L) 5730 24" PREFAB. CULVERT END SECTION, ROUND 2.000 EA 700.00000 1,400.000048 613(M) 7196 TYPE A6 CULVERT END TREATMENT 5.000 EA 1,900.00000 9,500.000049 613(M) 7199 TYPE D6 CULVERT END TREATMENT 2.000 EA 2,000.00000 4,000.000050 613(Q) 5946 OUTLET LATERAL HEADWALL 6.000 EA 400.00000 2,400.000051 613(T) 1187 STANDARD BEDDING MATERIAL, CLASS C 208.000 CY 38.00000 7,904.000052 613(U) 1100 PIPE UNDERDRAIN COVER MAT'L. 18.000 CY 55.00000 990.000053 613(V) 1180 TRENCH EXCAVATION 310.000 CY 9.00000 2,790.000054 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 7,000.00000 7,000.000055 619(B) 0291 REMOVAL OF HEADWALL 4.000 EA 1,800.00000 7,200.000056 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 12,307.000 SY 3.25000 39,997.75



CATEGORY : 0100 ROADWAY - ACSTP-141C(224)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0057 619(C) 0924 SAWING PAVEMENT 3,303.000 LF 3.00000 9,909.000058 624(C) 4458 FENCE-STYLE SWF (4 BARBED WIRE) 581.000 LF 4.00000 2,324.00

------------------------------------------ CATEGORY TOTAL $ 2,175,605.35


0BIA BUREAU OF INDIAN AFFAIRS 51.78 % 0FED FEDERAL FUND PLACE HOLDER 38.58 % 0SSP OKLAHOMA STATE SPECIAL FUNDS 9.64 %

CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0059 804(A) 2915 STRUCTURAL CONCRETE 0.720 CY 515.00000 370.800060 804(B) 2916 REINFORCING STEEL 130.000 LB 1.60000 208.000061 805(A) 8724 (PL)REMOVAL OF EXISTING SIGNS 4.000 EA 55.00000 220.000062 805(D) 8756 (PL)REMOVE & RESET EXISTING SIGNS 13.000 EA 150.00000 1,950.000063 850(A) 8110 SHEET ALUMINUM SIGNS 26.000 SF 15.00000 390.000064 850(B) 8112 EXTRUDED ALUMINUM PANEL SIGNS 49.000 SF 25.00000 1,225.000065 851(A) 3206 4"@13 GALV.STEEL WIDE FLANGE BEAM POST 45.000 LF 23.00000 1,035.000066 851(B) 3218 3"@7.58 GALV.STEEL PIPE POST 39.000 LF 18.00000 702.000067 856(A) 8530 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) 10,000.000 LF 0.50000 5,000.00

------------------------------------------ CATEGORY TOTAL $ 11,100.80






CONSTRUCTION TYPE : I000 BITUMINOUS CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.5450 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 40.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 10,000.00000 10,000.000002 202(A) 0183 UNCLASSIFIED EXCAVATION 25,762.000 CY 9.00000 231,858.000003 202(D) 0184 UNCLASSIFIED BORROW 500.000 CY 12.00000 6,000.000004 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 20,000.00000 20,000.000005 221(C) 2801 TEMPORARY SILT FENCE 300.000 LF 2.00000 600.000006 221(D) 2803 TEMPORARY SEDIMENT FILTER 1.000 EA 230.00000 230.000007 221(F) 0100 TEMPORARY SILT DIKE 420.000 LF 9.00000 3,780.000008 221(G) 0150 TEMPORARY ROCK FILTER DAM TYPE 1 18.000 CY 140.00000 2,520.000009 230(A) 2806 SOLID SLAB SODDING 47,078.000 SY 1.80000 84,740.400010 230(F) 2812 WATERING 1,900.000 KGAL 10.00000 19,000.000011 232(B) 2814 SEEDING METHOD B 9.810 AC 370.00000 3,629.700012 233(A) 2817 VEGETATIVE MULCHING 9.810 AC 350.00000 3,433.500013 234(A) 2824 FERTILIZING (10-20-10) 5.000 TON 750.00000 3,750.000014 241 2832 MOWING 9.810 AC 100.00000 981.000015 303(B) 2110 AGGREGATE BASE TYPE B 4,085.000 CY 50.00000 204,250.000016 307(A) 4200 FLY ASH 1,129.000 TON 80.00000 90,320.000017 307(D) 4230 LIME 53.000 TON 175.00000 9,275.000018 307(E) 4240 CEMENTITIOUS STABILIZED SUBGRADE 19,587.000 SY 2.50000 48,967.500019 307(G) 4260 LIME PRETREATMENT 2,938.000 SY 4.00000 11,752.000020 325 5271 SEPARATOR FABRIC 19,587.000 SY 1.50000 29,380.500021 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E 1,813.000 TON 35.00000 63,455.000022 407(B) 0250 TACK COAT 3,924.000 GAL 3.25000 12,753.000023 408 5774 PRIME COAT 15,007.000 GAL 6.75000 101,297.250024 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 8,956.000 TON 80.00000 716,480.00



CATEGORY : 0100 ROADWAY - ACSTP-141C(232)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0025 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) 3,668.000 TON 95.00000 348,460.000026 509(D) 0325 CLASS C CONCRETE 68.000 CY 290.00000 19,720.000027 610(B) 0604 6" CONCRETE DRIVEWAY 535.000 SY 51.00000 27,285.000028 611(G) 5709 INLET CDI RCP DES. 6 1.000 EA 5,000.00000 5,000.000029 613(A) 0492 24" R.C.PIPE CLASS III 164.000 LF 70.00000 11,480.000030 613(A) 0496 48" R.C.PIPE CLASS III 92.000 LF 180.00000 16,560.000031 613(B) 0689 18" CORR. GALV. STEEL PIPE 1,124.000 LF 28.00000 31,472.000032 613(B) 4527 21" X 15" CORR. GALV. STEEL PIPE ARCH 69.000 LF 34.00000 2,346.000033 613(H) 0500 8" PERFORATED PIPE UNDERDRAIN ROUND 375.000 LF 25.00000 9,375.000034 613(I) 1097 8" NON-PERF.PIPE UNDERDRAIN RND. 125.000 LF 25.00000 3,125.000035 613(L) 5738 48" PREFAB. CULVERT END SECTION, ROUND 1.000 EA 1,500.00000 1,500.000036 613(M) 7196 TYPE A6 CULVERT END TREATMENT 24.000 EA 1,700.00000 40,800.000037 613(M) 7197 TYPE B6 CULVERT END TREATMENT 4.000 EA 1,750.00000 7,000.000038 613(Q) 5946 OUTLET LATERAL HEADWALL 2.000 EA 400.00000 800.000039 613(T) 1187 STANDARD BEDDING MATERIAL, CLASS C 208.000 CY 38.00000 7,904.000040 613(U) 1100 PIPE UNDERDRAIN COVER MAT'L. 113.000 CY 44.00000 4,972.000041 613(V) 1180 TRENCH EXCAVATION 342.000 CY 9.00000 3,078.000042 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 7,000.00000 7,000.000043 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 37,828.000 SY 5.00000 189,140.000044 619(C) 0924 SAWING PAVEMENT 4,451.000 LF 4.00000 17,804.000045 624(C) 4459 FENCE-STYLE SWF (5 BARBED WIRE) 3,028.000 LF 6.50000 19,682.000046 624(C) 4465 FENCE-STYLE SWF (5 BARBLESS WIRE) 1,169.000 LF 4.50000 5,260.500047 629(A) 4958 MAILBOX INSTALLATION-SINGLE 7.000 EA 105.00000 735.000048 629(C) 4960 MAILBOX 7.000 EA 55.00000 385.000049 629(D) 4961 REMOVAL OF MAILBOX INSTALLATION 7.000 EA 35.00000 245.00

------------------------------------------ CATEGORY TOTAL $ 2,459,581.35



CATEGORY : 0300 TRAFFIC CONTROL - ACSTP-141C(232)SS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0050 857(A) 8839 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) 143,000.000 LF 0.15000 21,450.000051 857(E) 8887 (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX 8,000.000 EA 0.55000 4,400.00 TAB)TYPE 2-10052 857(F) 8006 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) 104,700.000 LF 0.15000 15,705.000053 871(B) 8705 (SP)CONST.ZONE IMPACT ATTEN. 2,200.000 SD 10.00000 22,000.000054 876(A) 8482 (PL)TRUCK MOUNTED ATTENUATOR 50.000 SD 18.00000 900.000055 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER 3,700.000 LF 23.00000 85,100.000056 877(C) 8486 RELOCATION OF PORTABLE LONGITUDINAL BARRIER 11,100.000 LF 4.00000 44,400.000057 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 16,500.000 SD 0.30000 4,950.000058 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 57,750.000 SD 0.70000 40,425.000059 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 18,700.000 SD 1.50000 28,050.000060 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 148,500.000 SD 1.00000 148,500.000061 880(C) 8848 WING BARRICADES 4,400.000 SD 1.00000 4,400.000062 880(D) 8854 VERTICAL PANELS 14,300.000 SD 0.12000 1,716.000063 880(E) 8860 WARNING LIGHTS(TYPE A) 319,000.000 SD 0.20000 63,800.000064 880(F) 8878 DRUMS 41,250.000 SD 0.20000 8,250.000065 880(G) 8890 CHANNELIZER CONES 99,000.000 SD 0.25000 24,750.000066 880(I) 8902 FLAGGER 50.000 SD 140.00000 7,000.000067 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 2,256.000 SD 13.00000 29,328.00

------------------------------------------ CATEGORY TOTAL $ 555,124.00





CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0068 413(B) 4862 RUMBLE STRIP-METHOD HMA-CYC GROUP 16.000 EAGP 530.00000 8,480.000069 804(A) 2915 STRUCTURAL CONCRETE 6.940 CY 515.00000 3,574.100070 804(B) 2916 REINFORCING STEEL 964.000 LB 1.60000 1,542.400071 805(A) 8724 (PL)REMOVAL OF EXISTING SIGNS 5.000 EA 55.00000 275.000072 805(A) 8726 (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT 1.000 LSUM 5,000.00000 5,000.000073 805(D) 8756 (PL)REMOVE & RESET EXISTING SIGNS 8.000 EA 150.00000 1,200.000074 850(A) 8110 SHEET ALUMINUM SIGNS 421.370 SF 15.00000 6,320.550075 850(B) 8112 EXTRUDED ALUMINUM PANEL SIGNS 94.250 SF 25.00000 2,356.250076 851(A) 3206 4"@13 GALV.STEEL WIDE FLANGE BEAM POST 80.000 LF 23.00000 1,840.000077 851(B) 3218 3"@7.58 GALV.STEEL PIPE POST 168.000 LF 18.00000 3,024.000078 851(C) 8324 2" SQUARE TUBE POST 264.000 LF 6.00000 1,584.000079 851(C) 8330 2 1/2" SQUARE TUBE POST 264.000 LF 7.50000 1,980.000080 856(A) 8530 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) 24,000.000 LF 0.50000 12,000.000081 856(A) 8548 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) 260.000 LF 3.30000 858.000082 856(A) 8555 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) 112.000 LF 7.00000 784.000083 856(B) 8860 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) 20.000 EA 170.00000 3,400.00

------------------------------------------ CATEGORY TOTAL $ 54,218.30



CATEGORY : 0600 STAKING - ACSTP-141C(232)SS FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 236,260.00

CATEGORY : 0640 CONSTRUCTION - ACSTP-141C(232)SS FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 1,033,500.00





2422704 0100 ROADWAY - ACSTP-141C(168)SS $ 7,082,250.10 6.00 $ 424,935.01 $ 7,507,185.11 0FED $ 7,507,185.10 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 7,507,185.10

2422704 0200 BRIDGE 'A' - NBI NO. 23499 - ACSTP-141C(168)SS $ 761,160.00 6.00 $ 45,669.60 $ 806,829.60 0FED $ 806,829.60 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 806,829.60

2422704 0301 TRAFFIC SIGNING AND STRIPING - ACSTP-141C(168)SS $ 64,985.60 6.00 $ 3,899.14 $ 68,884.74 0FED $ 68,884.74 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0301 $ 68,884.74


2422804 0100 ROADWAY - ACSTP-141C(171)SS $ 9,601,383.40 6.00 $ 576,083.00 $ 10,177,466.40 0FED $ 10,177,466.40 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 10,177,466.40

2422804 0200 BRIDGE 'A' - NBI NO. 01814 - ACSTP-141C(171)SS $ 168,860.00 6.00 $ 10,131.60 $ 178,991.60 0FED $ 178,991.60 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 178,991.60

2422804 0201 BRIDGE 'B' - NBI NO. 30202 - ACSTP-141C(171)SS $ 552,460.00 6.00 $ 33,147.60 $ 585,607.60 0FED $ 585,607.60 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0201 $ 585,607.60



2422804 0301 TRAFFIC SIGNING AND STRIPING - ACSTP-141C(171)SS $ 128,842.35 6.00 $ 7,730.54 $ 136,572.89 0FED $ 136,572.89 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0301 $ 136,572.89


2422807 0100 ROADWAY - ACSTP-141C(224)SS $ 2,175,605.35 6.00 $ 130,536.32 $ 2,306,141.67 0BIA $ 1,194,120.16 0FED $ 889,709.46 0SSP $ 222,312.06 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 2,306,141.68

2422807 0301 TRAFFIC SIGNING AND STRIPING - ACSTP-141C(224)SS $ 11,100.80 6.00 $ 666.05 $ 11,766.85 0BIA $ 6,092.86 0FED $ 4,539.64 0SSP $ 1,134.32 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0301 $ 11,766.83


2422810 0100 ROADWAY - ACSTP-141C(232)SS $ 2,459,581.35 6.00 $ 147,574.88 $ 2,607,156.23 0FED $ 1,825,009.36 0SSP $ 782,146.87 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 2,607,156.23

2422810 0300 TRAFFIC CONTROL - ACSTP-141C(232)SS $ 555,124.00 6.00 $ 33,307.44 $ 588,431.44 0FED $ 411,902.01


April 06, 2016 PAGE NO. 3 ESTIMATE NUMBER: 160188------------------------------------------------------------------------------------------------------------------------------------ PROJECT CONSTRUCTION ENGINEERING TOTAL FUNDING FUNDING CONTROL NO. CATEGORY COST PERCENT AMOUNT AMOUNT SOURCE AMOUNT------------------------------------------------------------------------------------------------------------------------------------ 0SSP $ 176,529.43 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0300 $ 588,431.44

2422810 0301 TRAFFIC SIGNING AND STRIPING - ACSTP-141C(232)SS $ 54,218.30 6.00 $ 3,253.10 $ 57,471.40 0FED $ 40,229.97 0SSP $ 17,241.41 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0301 $ 57,471.39

2422810 0600 STAKING - ACSTP-141C(232)SS $ 236,260.00 0.00 $ 0.00 $ 236,260.00 0FED $ 165,382.00 0SSP $ 70,878.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0600 $ 236,260.00

2422810 0640 CONSTRUCTION - ACSTP-141C(232)SS $ 1,033,500.00 6.00 $ 62,010.00 $ 1,095,510.00 0FED $ 766,857.00 0SSP $ 328,653.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0640 $ 1,095,510.00


================================================================ ESTIMATE TOTAL $ 26,364,275.52















000 $ 2,186,706.15 $ 131,202.37 $ 2,317,908.52 $ 1,200,213.02 ------------------------------------------------------------------ FUND CLASS 0BIA TOTALS $ 2,186,706.15 $ 131,202.37 $ 2,317,908.52 $ 1,200,213.03


000 $ 2,186,706.15 $ 131,202.37 $ 2,317,908.52 $ 894,249.10 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 2,186,706.15 $ 131,202.37 $ 2,317,908.52 $ 894,249.11


000 $ 2,186,706.15 $ 131,202.37 $ 2,317,908.52 $ 223,446.38 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 2,186,706.15 $ 131,202.37 $ 2,317,908.52 $ 223,446.38 ================================================================== PROJECT TOTALS $ 2,186,706.15 $ 131,202.37 $ 2,317,908.52 $ 2,317,908.52












0100 ROADWAY - ACSTP-141C(168)SS $ 7,082,250.10 $ 424,935.01 $ 7,507,185.11 $ 7,507,185.100200 BRIDGE 'A' - NBI NO. 23499 - ACSTP-141C(168)SS $ 761,160.00 $ 45,669.60 $ 806,829.60 $ 806,829.600301 TRAFFIC SIGNING AND STRIPING - ACSTP-141C(168)SS $ 64,985.60 $ 3,899.14 $ 68,884.74 $ 68,884.74 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 7,908,395.70 $ 474,503.75 $ 8,382,899.45 $ 8,382,899.44 ================================================================== PROJECT TOTALS $ 7,908,395.70 $ 474,503.75 $ 8,382,899.45 $ 8,382,899.45





0100 ROADWAY - ACSTP-141C(171)SS $ 9,601,383.40 $ 576,083.00 $ 10,177,466.40 $ 10,177,466.400200 BRIDGE 'A' - NBI NO. 01814 - ACSTP-141C(171)SS $ 168,860.00 $ 10,131.60 $ 178,991.60 $ 178,991.600201 BRIDGE 'B' - NBI NO. 30202 - ACSTP-141C(171)SS $ 552,460.00 $ 33,147.60 $ 585,607.60 $ 585,607.600301 TRAFFIC SIGNING AND STRIPING - ACSTP-141C(171)SS $ 128,842.35 $ 7,730.54 $ 136,572.89 $ 136,572.89 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 10,451,545.75 $ 627,092.74 $ 11,078,638.49 $ 11,078,638.49 ================================================================== PROJECT TOTALS $ 10,451,545.75 $ 627,092.74 $ 11,078,638.49 $ 11,078,638.49





0100 ROADWAY - ACSTP-141C(224)SS $ 2,175,605.35 $ 130,536.32 $ 2,306,141.67 $ 1,194,120.160301 TRAFFIC SIGNING AND STRIPING - ACSTP-141C(224)SS $ 11,100.80 $ 666.05 $ 11,766.85 $ 6,092.86 ------------------------------------------------------------------ FUND CLASS 0BIA TOTALS $ 2,186,706.15 $ 131,202.37 $ 2,317,908.52 $ 1,200,213.02


0100 ROADWAY - ACSTP-141C(224)SS $ 2,175,605.35 $ 130,536.32 $ 2,306,141.67 $ 889,709.460301 TRAFFIC SIGNING AND STRIPING - ACSTP-141C(224)SS $ 11,100.80 $ 666.05 $ 11,766.85 $ 4,539.64 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 2,186,706.15 $ 131,202.37 $ 2,317,908.52 $ 894,249.10


0100 ROADWAY - ACSTP-141C(224)SS $ 2,175,605.35 $ 130,536.32 $ 2,306,141.67 $ 222,312.060301 TRAFFIC SIGNING AND STRIPING - ACSTP-141C(224)SS $ 11,100.80 $ 666.05 $ 11,766.85 $ 1,134.32 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 2,186,706.15 $ 131,202.37 $ 2,317,908.52 $ 223,446.38 ================================================================== PROJECT TOTALS $ 2,186,706.15 $ 131,202.37 $ 2,317,908.52 $ 2,317,908.52





0100 ROADWAY - ACSTP-141C(232)SS $ 2,459,581.35 $ 147,574.88 $ 2,607,156.23 $ 1,825,009.360300 TRAFFIC CONTROL - ACSTP-141C(232)SS $ 555,124.00 $ 33,307.44 $ 588,431.44 $ 411,902.010301 TRAFFIC SIGNING AND STRIPING - ACSTP-141C(232)SS $ 54,218.30 $ 3,253.10 $ 57,471.40 $ 40,229.970600 STAKING - ACSTP-141C(232)SS $ 236,260.00 $ 0.00 $ 236,260.00 $ 165,382.000640 CONSTRUCTION - ACSTP-141C(232)SS $ 1,033,500.00 $ 62,010.00 $ 1,095,510.00 $ 766,857.00 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 4,338,683.65 $ 246,145.42 $ 4,584,829.07 $ 3,209,380.34


0100 ROADWAY - ACSTP-141C(232)SS $ 2,459,581.35 $ 147,574.88 $ 2,607,156.23 $ 782,146.870300 TRAFFIC CONTROL - ACSTP-141C(232)SS $ 555,124.00 $ 33,307.44 $ 588,431.44 $ 176,529.430301 TRAFFIC SIGNING AND STRIPING - ACSTP-141C(232)SS $ 54,218.30 $ 3,253.10 $ 57,471.40 $ 17,241.410600 STAKING - ACSTP-141C(232)SS $ 236,260.00 $ 0.00 $ 236,260.00 $ 70,878.000640 CONSTRUCTION - ACSTP-141C(232)SS $ 1,033,500.00 $ 62,010.00 $ 1,095,510.00 $ 328,653.00 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 4,338,683.65 $ 246,145.42 $ 4,584,829.07 $ 1,375,448.71 ================================================================== PROJECT TOTALS $ 4,338,683.65 $ 246,145.42 $ 4,584,829.07 $ 4,584,829.07






PROJECT NUMBER : ACNHPPI-2350-(004)SS PROJECT NAME : GRADE, DRAIN, SURFACE AND BRIDGE



I-235: FROM THE NW 36TH STREET INTERCHANGE, EXTEND NORTH IN OKLAHOMA CITY.


I-235: FROM THE NW 36TH STREET INTERCHANGE, EXTEND NORTH IN OKLAHOMA CITY


COUNTIES: OKLAHOMA OKLAHOMA ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160189 PROJECT NO.: ACNHPPI-2350-(004)SS------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


ACNHPPI-2350-(004)SS 0903316 B 07 56,075,604.78 3,358,536.29 59,434,141.07 0.00 41,603,898.76ACNHPPI-2350-(005)SS 0903325 B 07 19,858,575.86 1,191,514.56 21,050,090.42 0.00 14,735,063.29 ------------------------------------------------------------------------------- FUND CLASS 0FED TOTALS 75,934,180.64 4,550,050.85 80,484,231.49 0.00 56,338,962.05


ACNHPPI-2350-(004)SS 0903316 B 07 56,075,604.78 3,358,536.29 59,434,141.07 0.00 17,830,242.31ACNHPPI-2350-(005)SS 0903325 B 07 19,858,575.86 1,191,514.56 21,050,090.42 0.00 6,315,027.13 ------------------------------------------------------------------------------- FUND CLASS 0SSP TOTALS 75,934,180.64 4,550,050.85 80,484,231.49 0.00 24,145,269.44

=============================================================================== ESTIMATE TOTALS 75,934,180.64 4,550,050.85 80,484,231.49 0.00 80,484,231.49


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160189 PCN : 0903316 PROJECT NO. : ACNHPPI-2350-(004)SS CONTRACT ID : 160189-----------------------------------------------------------------------------------------------------------------------------------PCN : 0903316 GRADE, DRAIN, SURFACE AND BRIDGE

CATEGORY : 0100 ROADWAY - ACNHPPI-2350-(004)SS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : L000 COMBINATION ASPHALT & CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.1700 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 64.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 50,000.00000 50,000.000002 202(A) 0183 UNCLASSIFIED EXCAVATION 131,117.000 CY 7.00000 917,819.000003 202(D) 0184 UNCLASSIFIED BORROW 1,000.000 CY 11.00000 11,000.000004 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 50,000.00000 50,000.000005 221(C) 2801 TEMPORARY SILT FENCE 5,019.000 LF 2.00000 10,038.000006 221(D) 2803 TEMPORARY SEDIMENT FILTER 26.000 EA 250.00000 6,500.000007 221(F) 0100 TEMPORARY SILT DIKE 584.000 LF 10.00000 5,840.000008 221(G) 0150 TEMPORARY ROCK FILTER DAM TYPE 1 75.000 CY 170.00000 12,750.000009 221(G) 0151 TEMPORARY ROCK FILTER DAM TYPE 2 21.000 CY 95.00000 1,995.000010 221(K) 0600 TEMPORARY FIBER LOG 3,800.000 LF 5.00000 19,000.000011 228 4170 NYLON EROSION CONTROL MAT 2,823.000 SY 8.00000 22,584.000012 229 4318 DITCH LINER PROTECTION 3,741.000 LF 1.50000 5,611.500013 230(A) 2806 SOLID SLAB SODDING 87,757.000 SY 1.50000 131,635.500014 233(A) 2817 VEGETATIVE MULCHING 18.660 AC 450.00000 8,397.000015 241 2832 MOWING 37.320 AC 80.00000 2,985.600016 242 0400 (PL)STABILIZED CONSTRUCTION EXIT 2.000 EA 3,500.00000 7,000.000017 307(K) 4300 STABILIZED SUBGRADE 19,535.000 SY 5.00000 97,675.000018 407(B) 0250 TACK COAT 4,249.000 GAL 3.00000 12,747.000019 408 5774 PRIME COAT 6,839.000 GAL 5.00000 34,195.000020 411(B) 5935 SUPERPAVE, TYPE S3(PG 76-28 OK) 1,408.000 TON 90.00000 126,720.000021 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 4,109.000 TON 80.00000 328,720.000022 411(C) 5950 SUPERPAVE, TYPE S4(PG 76-28 OK) 917.000 TON 130.00000 119,210.000023 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) 186.000 TON 110.00000 20,460.000024 414(B) 5725 DOWEL JOINTED P.C. CONCRETE 6,760.000 SY 20.00000 135,200.00 PAVEMENT(PLACEMENT )



CATEGORY : 0100 ROADWAY - ACNHPPI-2350-(004)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0025 414(G) 5275 P.C. CONCRETE FOR PAVEMENT 1,691.000 CY 105.00000 177,555.000026 502 1000 TEMPORARY EARTH RETAINAGE 1.000 LSUM 569,644.00000 569,644.000027 504(E) 6190 42" F-SHAPED PARAPET 144.000 LF 95.00000 13,680.000028 509(A) 0319 CLASS AA CONCRETE 604.000 CY 500.00000 302,000.000029 509(C) 0322 CLASS A CONCRETE, SMALL STRUCTURES 6.000 CY 1,180.00000 7,080.000030 509(D) 0325 CLASS C CONCRETE 260.000 CY 275.00000 71,500.000031 510(A) 6333 RETAINING WALL 129.000 SY 1,000.00000 129,000.000032 510(A) 6350 TANGENT PILE RETAINING WALL 2,581.000 SY 600.00000 1,548,600.000033 510(C) 6138 SLOPE WALL (5") 560.000 SY 93.61506 52,424.430034 510(D) 0350 (SP)GRAFFITI TREATMENT 62,527.000 SF 2.50000 156,317.500035 510(D) 6341 MSE RETAINING WALL 3,750.000 SY 900.00000 3,375,000.000036 511(A) 0332 REINFORCING STEEL 71,477.000 LB 1.00000 71,477.000037 516(A) 6091 DRILLED SHAFTS 30" DIAMETER 4,511.300 LF 300.00000 1,353,390.000038 516(A) 6094 DRILLED SHAFTS 48" DIAMETER 6,496.000 LF 350.00000 2,273,600.000039 516(A) 6096 DRILLED SHAFTS 60" DIAMETER 3,467.000 LF 450.00000 1,560,150.000040 516(C) 6200 CROSSHOLE SONIC LOGGING 52.000 EA 1,600.00000 83,200.000041 609(A) 0380 CONCRETE CURB (8" BARRIER-INTEGRAL) 1,738.000 LF 7.00000 12,166.000042 609(B) 1523 2'-8" COMB. CURB & GUTTER (4" MNTBLE) 1,849.000 LF 16.00000 29,584.000043 610(A) 0602 4" CONCRETE SIDEWALK 338.000 SY 50.00000 16,900.000044 610(B) 0604 6" CONCRETE DRIVEWAY 576.000 SY 50.00000 28,800.000045 610(C) 0610 8" CONCRETE DIVIDING STRIP 3.000 SY 75.00000 225.000046 610(I) 4610 TACTILE WARNING DEVICE-NEW 48.000 SF 50.00000 2,400.000047 611(A) 2657 MANHOLE (4' DIAMETER) 11.000 EA 2,000.00000 22,000.000048 611(A) 2658 MANHOLE (5' DIAMETER) 2.000 EA 3,500.00000 7,000.000049 611(A) 2659 MANHOLE (6' DIAMETER) 1.000 EA 6,000.00000 6,000.000050 611(B) 2680 ADD'L.DEPTH IN MANHOLE (4' DIAMETER) 46.000 VF 150.00000 6,900.000051 611(B) 2681 ADD'L.DEPTH IN MANHOLE (5' DIAMETER) 16.000 VF 250.00000 4,000.000052 611(B) 2682 ADD'L.DEPTH IN MANHOLE (6' DIAMETER) 7.000 VF 350.00000 2,450.000053 611(G) 4012 SPECIAL INLET DRAIN 7.000 EA 6,000.00000 42,000.000054 611(G) 5112 INLET CI DES. 2 (STD) 2.000 EA 3,000.00000 6,000.000055 611(G) 5123 INLET CI DES. 3 (2B) 1.000 EA 6,000.00000 6,000.000056 611(G) 5327 INLET GPI TYPE 1 (DES. 1) 1.000 EA 2,800.00000 2,800.000057 611(G) 5334 INLET GPI TYPE 2 (DES. 8) 1.000 EA 3,000.00000 3,000.00



CATEGORY : 0100 ROADWAY - ACNHPPI-2350-(004)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0058 611(G) 5335 INLET GPI TYPE 2 (DES. 9) 1.000 EA 3,000.00000 3,000.000059 611(G) 5338 INLET GPI TYPE 2 (DES. 12) 1.000 EA 3,500.00000 3,500.000060 611(G) 5707 INLET CDI RCP DES. 4 1.000 EA 3,900.00000 3,900.000061 611(G) 5708 INLET CDI RCP DES. 5 1.000 EA 3,900.00000 3,900.000062 611(G) 6002 INLET (SMD-TYPE 2) 3.000 EA 3,000.00000 9,000.000063 611(H) 5325 ADD'L DEPTH IN INLET CI DES. 2 3.000 VF 400.00000 1,200.000064 611(H) 5330 ADD'L DEPTH IN INLET CI DES. 3 2.000 VF 500.00000 1,000.000065 611(H) 5374 ADD'L DEPTH IN INLET GPI TYPE 1 8.000 VF 350.00000 2,800.000066 611(H) 5375 ADD'L DEPTH IN INLET GPI TYPE 2 66.000 VF 450.00000 29,700.000067 611(H) 5792 ADD'L DEPTH IN INLET CDI RCP DES. 4 1.000 VF 300.00000 300.000068 611(H) 5793 ADD'L DEPTH IN INLET CDI RCP DES. 5 9.000 VF 300.00000 2,700.000069 611(L) 0487 JUNCTION BOXES 233.000 CF 55.00000 12,815.000070 612(C) 0645 INLET ADJUST TO GRADE 5.000 EA 1,500.00000 7,500.000071 612(E) 0647 VALVE BOXES ADJUST TO GRADE 5.000 EA 300.00000 1,500.000072 612(G) 0650 FIRE HYDRANT RESET 5.000 EA 2,000.00000 10,000.000073 612(I) 0652 WATER METER RESET 5.000 EA 400.00000 2,000.000074 613(A) 0491 18" R.C.PIPE CLASS III 861.000 LF 60.00000 51,660.000075 613(A) 0492 24" R.C.PIPE CLASS III 1,012.000 LF 70.00000 70,840.000076 613(A) 0493 30" R.C.PIPE CLASS III 344.000 LF 100.00000 34,400.000077 613(A) 0494 36" R.C.PIPE CLASS III 46.000 LF 125.00000 5,750.000078 613(A) 0495 42" R.C.PIPE CLASS III 671.000 LF 150.00000 100,650.000079 613(A) 0497 54" R.C.PIPE CLASS III 156.000 LF 250.00000 39,000.000080 613(A) 0591 72" R.C.PIPE CLASS IV 409.000 LF 400.00000 163,600.000081 613(A) 0623 84" R.C.PIPE CLASS V 771.000 LF 500.00000 385,500.000082 613(A) 0626 96" R.C.PIPE CLASS V 987.000 LF 650.00000 641,550.000083 613(A) 4497 36" X 22" R.C.PIPE ARCH CLASS A-III 156.000 LF 150.00000 23,400.000084 613(B) 0689 18" CORR. GALV. STEEL PIPE 120.000 LF 35.00000 4,200.000085 613(B) 0690 24" CORR. GALV. STEEL PIPE 471.000 LF 40.00000 18,840.000086 613(H) 0450 6" PERFORATED PIPE UNDERDRAIN ROUND 1,000.000 LF 12.00000 12,000.000087 613(I) 1096 6" NON-PERF.PIPE UNDERDRAIN RND. 100.000 LF 15.00000 1,500.000088 613(L) 4526 36" X 22" PREFAB. CULVERT END SECTION, ARCH 8.000 EA 400.00000 3,200.000089 613(L) 5726 18" PREFAB. CULVERT END SECTION, ROUND 2.000 EA 500.00000 1,000.000090 613(L) 5730 24" PREFAB. CULVERT END SECTION, ROUND 1.000 EA 750.00000 750.00



CATEGORY : 0100 ROADWAY - ACNHPPI-2350-(004)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0091 613(L) 5734 36" PREFAB. CULVERT END SECTION, ROUND 1.000 EA 1,000.00000 1,000.000092 613(Q) 5946 OUTLET LATERAL HEADWALL 10.000 EA 500.00000 5,000.000093 613(R) 1185 STANDARD BEDDING MATERIAL, CLASS A 2,962.000 CY 40.00000 118,480.000094 613(S) 1186 STANDARD BEDDING MATERIAL, CLASS B 6,269.000 CY 55.00000 344,795.000095 613(U) 1100 PIPE UNDERDRAIN COVER MAT'L. 500.000 CY 40.00000 20,000.000096 613(V) 1180 TRENCH EXCAVATION 33,195.000 CY 4.00000 132,780.000097 615(H) 0110 SANITARY SEWER LINE RELOCATION 1.000 LSUM 3,660,375.00000 3,660,375.000098 616(O) 2000 WATER LINE RELOCATION 1.000 LSUM 226,151.00000 226,151.000099 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 50,000.00000 50,000.000100 619(B) 0291 REMOVAL OF HEADWALL 1.000 EA 1,200.00000 1,200.000101 619(B) 4725 REMOVAL OF FENCE 1,204.000 LF 2.00000 2,408.000102 619(B) 4726 REMOVAL OF CURB AND GUTTER 1,623.000 LF 5.00000 8,115.000103 619(B) 4727 REMOVAL OF CONCRETE PAVEMENT 9,435.000 SY 5.00000 47,175.000104 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 8,584.000 SY 4.00000 34,336.000105 619(B) 4741 REMOVAL OF DRAINAGE INLETS 16.000 EA 700.00000 11,200.000106 619(B) 4742 REMOVAL OF MANHOLES 1.000 EA 1,500.00000 1,500.000107 619(B) 4766 REMOVAL OF CONCRETE DRIVEWAY 417.000 SY 6.00000 2,502.000108 619(B) 4767 REMOVAL OF ASPHALT DRIVEWAY 194.000 SY 4.00000 776.000109 619(B) 4780 REMOVAL OF GUARDRAIL 3,431.000 LF 3.00000 10,293.000110 619(B) 4791 REMOVAL OF CURB 5,258.000 LF 4.00000 21,032.000111 619(B) 4821 REMOVAL OF CONCRETE SLOPE PROTECTION 546.000 SY 7.00000 3,822.000112 619(B) 4915 REMOVAL OF CONCRETE MEDIAN BARRIER 673.000 LF 10.00000 6,730.000113 619(B) 5881 REMOVAL OF CONCRETE DITCH LINER 980.000 LF 6.00000 5,880.000114 619(B) 5918 REMOVAL OF EXISTING PIPE 886.000 LF 12.00000 10,632.000115 619(B) 6068 REMOVAL OF EXISTING RETAINING WALL 452.000 LF 150.00000 67,800.000116 619(B) 6132 REMOVAL OF 6" CONCRETE DIVIDING STRIP 382.000 SY 10.00000 3,820.000117 619(C) 0924 SAWING PAVEMENT 1,556.000 LF 5.00000 7,780.000118 622(A) 4445 2" PIPE RAILING 3,039.000 LF 60.00000 182,340.000119 624(E) 4292 FENCE-STYLE CLF (6'HIGH, CLASS A) 2,304.000 LF 30.00000 69,120.00

------------------------------------------ CATEGORY TOTAL $ 20,790,622.53



CATEGORY : 0110 RAILROAD - ACNHPPI-2350-(004)SS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : K000 ALL OTHERSWORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.8360 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0120 202(A) 0183 UNCLASSIFIED EXCAVATION 40,336.000 CY 7.00000 282,352.000121 202(D) 0184 UNCLASSIFIED BORROW 1,000.000 CY 11.00000 11,000.000122 550 6509 (PL)SUB-BALLAST TYPE B 3,309.000 CY 80.00000 264,720.00

------------------------------------------ CATEGORY TOTAL $ 558,072.00

CATEGORY : 0200 BRIDGE 'A' - ACNHPPI-2350-(004)SS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X141 HWY OVER RR STEEL & CONCRETE GIRDERWORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0123 501(B) 1307 SUBSTRUCTURE EXCAVATION COMMON 335.000 CY 30.00000 10,050.000124 501(C) 1308 SUBSTRUCTURE EXCAVATION ROCK 102.000 CY 65.00000 6,630.00



CATEGORY : 0200 BRIDGE 'A' - ACNHPPI-2350-(004)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0125 501(F) 6352 GRANULAR BACKFILL 1,707.000 CY 75.00000 128,025.000126 506(A) 1322 STRUCTURAL STEEL 80,560.000 LB 3.00000 241,680.000127 506(A) 4050 STRUCTURAL STEEL M270 GRADE 50W 3,809,260.000 LB 2.20000 8,380,372.000128 507(A) 6172 WEATHERING STEEL FIXED BEARING ASSEMBLY 4.000 EA 18,000.00000 72,000.000129 507(B) 6176 WEATHERING STEEL EXPANSION BEARING ASSEMBLY 4.000 EA 20,000.00000 80,000.000130 509(A) 1326 CLASS AA CONCRETE 399.100 CY 500.00000 199,550.000131 510(C) 6138 SLOPE WALL (5") 358.000 SY 90.00000 32,220.000132 510(D) 0350 (SP)GRAFFITI TREATMENT 6,936.000 SF 2.50000 17,340.000133 511(B) 6010 EPOXY COATED REINFORCING STEEL 79,530.000 LB 1.10000 87,483.000134 516(A) 6094 DRILLED SHAFTS 48" DIAMETER 150.000 LF 800.00000 120,000.000135 516(A) 6100 DRILLED SHAFTS 84" DIAMETER 264.000 LF 1,200.00000 316,800.000136 516(A) 6126 DRILLED SHAFTS 108" DIAMETER 76.000 LF 4,800.00000 364,800.000137 516(C) 6200 CROSSHOLE SONIC LOGGING 12.000 EA 2,000.00000 24,000.000138 525(A) 0100 (SP)NEST PREVENTION - NETTING 1.000 LSUM 5,000.00000 5,000.000139 542 4615 (PL)INSTALLATION OF BRIDGE ITEMS(TYPE A) 4.000 EA 5,000.00000 20,000.000140 542 4620 (PL)INSTALLATION OF BRIDGE ITEMS(TYPE B) 1.000 LSUM 20,000.00000 20,000.000141 542 4630 (PL)INSTALLATION OF BRIDGE ITEMS(TYPE C) 1.000 LSUM 8,000,000.00000 8,000,000.000142 542 4640 (PL)INSTALLATION OF BRIDGE ITEMS(TYPE D) 1.000 LSUM 569,644.00000 569,644.000143 613(H) 6204 6" PERFORATED PIPE UNDERDRAIN ROUND 60.000 LF 20.00000 1,200.000144 613(I) 6207 6" NON-PERF.PIPE UNDERDRAIN RND. 100.000 LF 22.00000 2,200.000145 619(D) 1397 REMOVAL OF EXISTING BRIDGE STRUCTURE 1.000 LSUM 120,000.00000 120,000.00

------------------------------------------ CATEGORY TOTAL $ 18,818,994.00



CATEGORY : 0201 BRIDGE 'B' - ACNHPPI-2350-(004)SS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X141 HWY OVER RR STEEL & CONCRETE GIRDERWORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0930 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 64.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0146 501(B) 1307 SUBSTRUCTURE EXCAVATION COMMON 2,770.000 CY 30.00000 83,100.000147 501(G) 6309 CLSM BACKFILL 588.200 CY 165.00000 97,053.000148 503(A) 1312 PRESTRESSED CONCRETE BEAMS (TYPE III) 513.500 LF 225.00000 115,537.500149 503(A) 6123 PRESTRESSED CONCRETE BEAMS 2,064.000 LF 350.00000 722,400.000150 504(A) 1304 APPROACH SLAB 725.900 SY 175.00000 127,032.500151 504(B) 1305 SAW-CUT GROOVING 4,211.100 SY 4.50000 18,949.950152 504(C) 6250 SEALED EXPANSION JOINT 150.500 LF 350.00000 52,675.000153 504(E) 6182 (PL)CONCRETE PARAPET (HANDRAIL TYPE) 588.200 LF 140.00000 82,348.000154 504(E) 6190 42" F-SHAPED PARAPET 1,170.200 LF 80.00000 93,616.000155 506(A) 1322 STRUCTURAL STEEL 890.000 LB 2.50000 2,225.000156 506(A) 4050 STRUCTURAL STEEL M270 GRADE 50W 1,204,010.000 LB 3.00000 3,612,030.000157 507(A) 6170 STAINLESS STEEL FIXED BEARING ASSEMBLY 15.000 EA 1,000.00000 15,000.000158 507(B) 6174 STAINLESS STEEL EXPANSION BEARING ASSEMBLY 23.000 EA 900.00000 20,700.000159 507(C) 6282 ELASTOMERIC BEARING PADS 96.000 EA 520.00000 49,920.000160 509(A) 1326 CLASS AA CONCRETE 982.400 CY 550.00000 540,320.000161 509(B) 1328 CLASS A CONCRETE 1,628.100 CY 600.00000 976,860.000162 510(C) 6138 SLOPE WALL (5") 137.000 SY 90.00000 12,330.000163 510(D) 0350 (SP)GRAFFITI TREATMENT 61,893.000 SF 2.50000 154,732.500164 511(A) 1332 REINFORCING STEEL 33,970.000 LB 1.00000 33,970.000165 511(B) 6010 EPOXY COATED REINFORCING STEEL 452,480.000 LB 1.10000 497,728.000166 514(A) 6011 PILES, FURNISHED (HP 12X53) 845.000 LF 35.00000 29,575.000167 514(B) 6294 PILES, DRIVEN (HP 12X53) 845.000 LF 15.00000 12,675.000168 514(G) 6310 METAL PILE SHOES 19.000 EA 135.00000 2,565.000169 514(L) 6220 PILE SPLICE, H-PILE (NON-BIDDABLE) 1.000 EA 400.00000 400.00



CATEGORY : 0201 BRIDGE 'B' - ACNHPPI-2350-(004)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0170 515(A) 6013 WATER REPELLENT (VISUALLY INSPECTED) 6,324.000 SY 4.00000 25,296.000171 516(A) 6094 DRILLED SHAFTS 48" DIAMETER 470.000 LF 440.00000 206,800.000172 516(A) 6096 DRILLED SHAFTS 60" DIAMETER 807.000 LF 800.00000 645,600.000173 516(A) 6098 DRILLED SHAFTS 72" DIAMETER 300.000 LF 1,200.00000 360,000.000174 516(C) 6200 CROSSHOLE SONIC LOGGING 8.000 EA 2,000.00000 16,000.000175 523(A) 6550 SEALER CRACK PREPARATION 240.000 LF 5.00000 1,200.000176 523(B) 6560 SEALER RESIN 2.000 GAL 180.00000 360.000177 525(A) 0100 (SP)NEST PREVENTION - NETTING 1.000 LSUM 5,000.00000 5,000.000178 535 6780 ORNAMENTAL MEDALLION 8.000 EA 12,500.00000 100,000.000179 613(H) 6204 6" PERFORATED PIPE UNDERDRAIN ROUND 248.000 LF 20.00000 4,960.000180 613(I) 6207 6" NON-PERF.PIPE UNDERDRAIN RND. 40.000 LF 22.00000 880.000181 619(D) 1397 REMOVAL OF EXISTING BRIDGE STRUCTURE 1.000 LSUM 450,000.00000 450,000.000182 624(E) 4294 FENCE-STYLE CLF (8'HIGH, CLASS A) 260.000 LF 120.00000 31,200.00

------------------------------------------ CATEGORY TOTAL $ 9,201,038.45

CATEGORY : 0202 BRIDGE 'C' - ACNHPPI-2350-(004)SS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : X141 HWY OVER RR STEEL & CONCRETE GIRDERWORK CLASSIFICATION : 0300 STRUCTURES CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0183 202(A) 1301 UNCLASSIFIED EXCAVATION 3,681.000 CY 8.00000 29,448.00



CATEGORY : 0202 BRIDGE 'C' - ACNHPPI-2350-(004)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0184 501(A) 1306 STRUCTURAL EXCAVATION UNCLASSIFIED 882.000 CY 18.00000 15,876.000185 509(A) 1326 CLASS AA CONCRETE 2,537.800 CY 625.00000 1,586,125.000186 511(A) 1332 REINFORCING STEEL 374,240.000 LB 1.00000 374,240.000187 525(A) 0100 (SP)NEST PREVENTION - NETTING 1.000 LSUM 5,000.00000 5,000.000188 601(A) 1351 TYPE I PLAIN RIPRAP 1,520.000 TON 40.00000 60,800.000189 619(B) 2500 REMOVAL OF BRIDGE ITEMS 1.000 LSUM 50,000.00000 50,000.00

------------------------------------------ CATEGORY TOTAL $ 2,121,489.00

CATEGORY : 0310 TRAFFIC SIGNING AND STRIPING - ACNHPPI-2350-(004)SS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y002 TRAFFIC SIGNSWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0190 805(A) 8722 (PL)REMOVAL OF EXISTING SIGNS 1.000 LSUM 5,000.00000 5,000.000191 850(A) 8110 SHEET ALUMINUM SIGNS 59.000 SF 25.00000 1,475.000192 851(C) 8324 2" SQUARE TUBE POST 130.000 LF 25.00000 3,250.000193 853 9060 BARRIER DELINEATORS(TYPE 1, CODE 1) 118.000 EA 7.00000 826.000194 855(A) 8812 TRAFFIC STRIPE(PLASTIC)(4" WIDE) 5,700.000 LF 1.00000 5,700.000195 855(A) 8814 TRAFFIC STRIPE(PLASTIC)(8" WIDE) 945.000 LF 1.50000 1,417.500196 855(A) 8825 TRAFFIC STRIPE(PLASTIC)(24" WIDE) 90.000 LF 8.00000 720.000197 855(B) 8818 TRAFFIC STRIPE(PLASTIC)(ARROWS) 3.000 EA 200.00000 600.00

------------------------------------------ CATEGORY TOTAL $ 18,988.50



CATEGORY : 0320 TRAFFIC SIGNALS - ACNHPPI-2350-(004)SS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y031 TRAFFIC SIGNALSWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0198 802(B) 8332 1" PVC SCH.40 PLASTIC CONDUIT BORED 50.000 LF 10.00000 500.000199 802(B) 8338 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED 40.000 LF 6.00000 240.000200 802(B) 8342 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED 45.000 LF 8.00000 360.000201 802(B) 8344 3" PVC SCH.40 PLASTIC CONDUIT BORED 150.000 LF 30.00000 4,500.000202 802(B) 8346 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED 120.000 LF 10.00000 1,200.000203 803(A) 8065 PULL BOX(SIZE I) 3.000 EA 350.00000 1,050.000204 803(A) 8066 PULL BOX(SIZE II) 1.000 EA 400.00000 400.000205 803(A) 8067 PULL BOX(SIZE III) 1.000 EA 450.00000 450.000206 804(A) 2915 STRUCTURAL CONCRETE 11.000 CY 500.00000 5,500.000207 804(B) 2916 REINFORCING STEEL 1,628.700 LB 1.45000 2,361.620208 806(A) 8311 32'MH POLE 35'TS & 10'LMA(G.STL.) 2.000 EA 10,000.00000 20,000.000209 806(A) 8350 32'MH POLE,30'TS & 10'LMA(G.STL.) 1.000 EA 6,500.00000 6,500.000210 806(A) 8352 32'MH POLE,20'TS & 10'LMA(G.STL.) 1.000 EA 6,000.00000 6,000.000211 806(B) 8892 8' MTG.HT.TS PED.POLE(G.STL.) 2.000 EA 750.00000 1,500.000212 809(A) 8090 ROADWAY LUMINAIRE 4.000 EA 1,250.00000 5,000.000213 811 8040 1/C NO.6 ELECTRICAL CONDUCTOR 100.000 LF 1.25000 125.000214 811 8044 1/C NO.10 ELECTRICAL CONDUCTOR 650.000 LF 0.85000 552.500215 825 8550 TRAFFIC SIGNAL CONTROLLER ASSEMBLY 1.000 EA 34,000.00000 34,000.000216 828 8132 (PL)DETECTION SYSTEM (VIDEO) 1.000 LSUM 25,000.00000 25,000.000217 830 8000 PEDESTRIAN PUSH BUTTON 4.000 EA 1,200.00000 4,800.000218 831 8231 1WAY 3SEC. ADJ. SIG. HD. S-6 8.000 EA 525.00000 4,200.000219 831 8295 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 4.000 EA 500.00000 2,000.000220 833 3030 BACKPLATE 8.000 EA 90.00000 720.000221 834(A) 8207 5/C TRAFFIC SIGNAL ELECTRICAL CABLE 920.000 LF 1.50000 1,380.00



CATEGORY : 0320 TRAFFIC SIGNALS - ACNHPPI-2350-(004)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0222 834(A) 8208 7/C TRAFFIC SIGNAL ELECTRICAL CABLE 375.000 LF 1.50000 562.500223 834(B) 8220 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE 40.000 LF 100.00000 4,000.000224 840(A) 8592 E.P.S. OPTICAL EMITTER 2.000 EA 2,000.00000 4,000.000225 840(B) 8593 E.P.S. OPTICAL DETECTOR 4.000 EA 750.00000 3,000.000226 840(C) 8594 E.P.S. OPTICAL DETECTOR CABLE 625.000 LF 1.25000 781.250227 840(D) 8595 E.P.S. 2 CHANNEL PHASE SELECTOR 2.000 EA 2,000.00000 4,000.000228 850(C) 8118 MAST ARM MOUNTED SIGNS(ALUMINUM) 78.000 SF 40.00000 3,120.00

------------------------------------------ CATEGORY TOTAL $ 147,802.87

CATEGORY : 0340 TRAFFIC CONTROL - ACNHPPI-2350-(004)SS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y000 TRAFFICWORK CLASSIFICATION : 0450 TRAFFIC CONTROL CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0229 104 0955 (SP) RAILROAD FLAGGING(NON-BIDDABLE) 450.000 DAY 475.00000 213,750.000230 857(A) 8839 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) 56,200.000 LF 0.15000 8,430.000231 857(E) 8887 (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX 10,000.000 EA 1.00000 10,000.00 TAB)TYPE 2-10232 871(B) 8705 (SP)CONST.ZONE IMPACT ATTEN. 3,720.000 SD 20.00000 74,400.000233 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER 12,250.000 LF 20.00000 245,000.000234 877(C) 8486 RELOCATION OF PORTABLE LONGITUDINAL BARRIER 41,025.000 LF 5.00000 205,125.00



CATEGORY : 0340 TRAFFIC CONTROL - ACNHPPI-2350-(004)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0235 880(A) 8812 ARROW DISPLAY(TYPE C) 87,420.000 SD 6.00000 524,520.000236 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF 54,270.000 SD 0.50000 27,135.000237 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 40,710.000 SD 0.75000 30,532.500238 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 61,900.000 SD 1.00000 61,900.000239 880(B) 8827 CONSTRUCTION SIGNS 33.0 SF & OVER 1,700.000 SD 6.52037 11,084.630240 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) 26,970.000 SD 1.00000 26,970.000241 880(C) 8848 WING BARRICADES 3,720.000 SD 1.15000 4,278.000242 880(C) 8855 DIRECTION INDICATOR BARRICADE 3,720.000 SD 0.25000 930.000243 880(E) 8860 WARNING LIGHTS(TYPE A) 65,100.000 SD 0.30000 19,530.000244 880(F) 8878 DRUMS 93,000.000 SD 0.25000 23,250.000245 880(K) 8908 SURVEILLANCE TRAFFIC CONTROL 400.000 SD 300.00000 120,000.000246 880(L) 8911 TRAFFIC SURVEILLANCE, POLICE 300.000 HOUR 70.00000 21,000.000247 882 8370 (SP)SMART WORK ZONE SYSTEM-PORTABLE 20,460.000 SD 13.00000 265,980.00 CHANGEABLE MESSAGE SIGN0248 882 8372 (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC 13,020.000 SD 9.00000 117,180.00 SENSOR (PTS)0249 882 8374 (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM 1,860.000 SD 30.00000 55,800.00 CAMERA (PTZC)0250 882 8376 (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM 930.000 SD 10.00000 9,300.000251 882 8378 (PL)SMART WORK ZONE SYSTEM SETUP 1.000 EA 10,000.00000 10,000.000252 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN 3,720.000 SD 20.00000 74,400.00

------------------------------------------ CATEGORY TOTAL $ 2,160,495.13



CATEGORY : 0600 STAKING - ACNHPPI-2350-(004)SS FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 100,000.00

CATEGORY : 0640 CONSTRUCTION - ACNHPPI-2350-(004)SS FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 2,158,102.30



April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160189 PCN : 0903325 PROJECT NO. : ACNHPPI-2350-(005)SS CONTRACT ID : 160189-----------------------------------------------------------------------------------------------------------------------------------PCN : 0903325 GRADE, DRAIN, SURFACE, AND BRIDGE

CATEGORY : 0100 ROADWAY - ACNHPPI-2350-(005)SS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : L000 COMBINATION ASPHALT & CONCRETEWORK CLASSIFICATION : 0200 ROADWAY CAT LENGTH : 0.6190 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 124.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0001 201(A) 0102 CLEARING AND GRUBBING 1.000 LSUM 40,000.00000 40,000.000002 202(A) 0183 UNCLASSIFIED EXCAVATION 197,389.000 CY 7.00000 1,381,723.000003 202(D) 0184 UNCLASSIFIED BORROW 1,000.000 CY 11.00000 11,000.000004 205(A) 4229 TYPE A-SALVAGED TOPSOIL 1.000 LSUM 50,000.00000 50,000.000005 221(C) 2801 TEMPORARY SILT FENCE 4,897.000 LF 2.00000 9,794.000006 221(D) 2803 TEMPORARY SEDIMENT FILTER 41.000 EA 250.00000 10,250.000007 221(F) 0100 TEMPORARY SILT DIKE 420.000 LF 10.00000 4,200.000008 221(G) 0150 TEMPORARY ROCK FILTER DAM TYPE 1 32.000 CY 170.00000 5,440.000009 229 4318 DITCH LINER PROTECTION 1,379.000 LF 1.50000 2,068.500010 230(A) 2806 SOLID SLAB SODDING 70,418.000 SY 1.50000 105,627.000011 233(A) 2817 VEGETATIVE MULCHING 14.540 AC 450.00000 6,543.000012 241 2832 MOWING 29.080 AC 80.00000 2,326.400013 242 0400 (PL)STABILIZED CONSTRUCTION EXIT 2.000 EA 2,000.00000 4,000.000014 303(A) 2100 AGGREGATE BASE TYPE A 18,456.000 CY 40.00000 738,240.000015 307(K) 4300 STABILIZED SUBGRADE 107,482.000 SY 5.00000 537,410.000016 325 5271 SEPARATOR FABRIC 98,049.000 SY 2.00000 196,098.000017 407(B) 0250 TACK COAT 9,287.000 GAL 3.00000 27,861.000018 408 5774 PRIME COAT 59,931.000 GAL 5.00000 299,655.000019 411(B) 5935 SUPERPAVE, TYPE S3(PG 76-28 OK) 3,454.000 TON 82.00000 283,228.000020 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) 19,302.000 TON 78.00000 1,505,556.000021 411(C) 5950 SUPERPAVE, TYPE S4(PG 76-28 OK) 2,287.000 TON 90.00000 205,830.000022 414(A) 0210 P.C.CONCRETE PAVEMENT(PLACEMENT) 25,544.000 SY 10.00000 255,440.000023 414(B) 5725 DOWEL JOINTED P.C. CONCRETE 52,344.000 SY 16.00000 837,504.00 PAVEMENT(PLACEMENT )



CATEGORY : 0100 ROADWAY - ACNHPPI-2350-(005)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0024 414(G) 5275 P.C. CONCRETE FOR PAVEMENT 23,041.000 CY 130.00000 2,995,330.000025 425 5195 DIAMOND GRINDING CONCRETE PAVEMENT 52,344.000 SY 3.80000 198,907.200026 501(A) 0313 STRUCTURAL EXCAVATION UNCLASSIFIED 1,605.000 CY 30.00000 48,150.000027 504(E) 6190 42" F-SHAPED PARAPET 4,050.000 LF 95.00000 384,750.000028 509(A) 0319 CLASS AA CONCRETE 354.000 CY 500.00000 177,000.000029 509(B) 0325 CLASS A CONCRETE(LONG. BAR. DES. 1-A) 854.000 CY 400.00000 341,600.000030 509(D) 0325 CLASS C CONCRETE 174.000 CY 275.00000 47,850.000031 510(B) 6333 SOUND BARRIER WALL 4,478.000 SY 400.00000 1,791,200.000032 510(C) 6135 SLOPE WALL (5") 262.000 SY 150.00000 39,300.000033 510(D) 0350 (SP)GRAFFITI TREATMENT 146,798.000 SF 2.50000 366,995.000034 510(D) 6341 MSE RETAINING WALL 4,546.000 SY 900.00000 4,091,400.000035 511(A) 0332 REINFORCING STEEL 168,109.000 LB 1.00000 168,109.000036 609(A) 0287 CONCRETE CURB (4" MNTBLE-INTEGRAL) 6,373.000 LF 5.00000 31,865.000037 610(C) 0608 4" CONCRETE DIVIDING STRIP 665.000 SY 50.00000 33,250.000038 611(A) 2657 MANHOLE (4' DIAMETER) 12.000 EA 2,000.00000 24,000.000039 611(B) 2680 ADD'L.DEPTH IN MANHOLE (4' DIAMETER) 39.000 VF 150.00000 5,850.000040 611(G) 4012 SPECIAL INLET DRAIN 9.000 EA 6,000.00000 54,000.000041 611(G) 5112 INLET CI DES. 2 (STD) 8.000 EA 3,000.00000 24,000.000042 611(G) 5113 INLET CI DES. 2 (B) 1.000 EA 3,600.00000 3,600.000043 611(G) 5120 INLET CI DES. 3 (STD) 3.000 EA 4,100.00000 12,300.000044 611(G) 5327 INLET GPI TYPE 1 (DES. 1) 1.000 EA 2,800.00000 2,800.000045 611(G) 5334 INLET GPI TYPE 2 (DES. 8) 2.000 EA 3,000.00000 6,000.000046 611(G) 5484 INLET CDI 30SK RCB DES. 12 1.000 EA 3,500.00000 3,500.000047 611(G) 6000 INLET (SMD-TYPE 1) 3.000 EA 2,500.00000 7,500.000048 611(G) 6002 INLET (SMD-TYPE 2) 1.000 EA 3,000.00000 3,000.000049 611(H) 5325 ADD'L DEPTH IN INLET CI DES. 2 33.000 VF 400.00000 13,200.000050 611(H) 5330 ADD'L DEPTH IN INLET CI DES. 3 14.000 VF 500.00000 7,000.000051 611(H) 5374 ADD'L DEPTH IN INLET GPI TYPE 1 2.000 VF 350.00000 700.000052 611(H) 5375 ADD'L DEPTH IN INLET GPI TYPE 2 4.000 VF 450.00000 1,800.000053 611(H) 5633 ADD'L DEPTH IN INLET CDI RCB 30SK DES. 12 10.000 VF 520.00000 5,200.000054 612(A) 0641 MANHOLES ADJUST TO GRADE 5.000 EA 1,000.00000 5,000.000055 612(C) 0645 INLET ADJUST TO GRADE 5.000 EA 1,500.00000 7,500.000056 612(E) 0647 VALVE BOXES ADJUST TO GRADE 5.000 EA 300.00000 1,500.00



CATEGORY : 0100 ROADWAY - ACNHPPI-2350-(005)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0057 612(G) 0650 FIRE HYDRANT RESET 5.000 EA 2,000.00000 10,000.000058 612(I) 0652 WATER METER RESET 5.000 EA 400.00000 2,000.000059 613(A) 0491 18" R.C.PIPE CLASS III 2,715.000 LF 60.00000 162,900.000060 613(A) 0492 24" R.C.PIPE CLASS III 876.000 LF 70.00000 61,320.000061 613(A) 0493 30" R.C.PIPE CLASS III 139.000 LF 100.00000 13,900.000062 613(A) 0494 36" R.C.PIPE CLASS III 276.000 LF 125.00000 34,500.000063 613(B) 0689 18" CORR. GALV. STEEL PIPE 118.000 LF 35.00000 4,130.000064 613(H) 0450 6" PERFORATED PIPE UNDERDRAIN ROUND 1,000.000 LF 10.00000 10,000.000065 613(I) 1096 6" NON-PERF.PIPE UNDERDRAIN RND. 100.000 LF 12.00000 1,200.000066 613(J) 5915 EDGE DRAIN CONDUIT-PERFORATED 14,113.000 LF 10.00000 141,130.000067 613(K) 5916 EDGE DRAIN OUTLET LATERAL-NONPERFORATED 275.000 LF 12.00000 3,300.000068 613(L) 5726 18" PREFAB. CULVERT END SECTION, ROUND 1.000 EA 500.00000 500.000069 613(L) 5730 24" PREFAB. CULVERT END SECTION, ROUND 1.000 EA 750.00000 750.000070 613(Q) 5946 OUTLET LATERAL HEADWALL 8.000 EA 500.00000 4,000.000071 613(R) 1185 STANDARD BEDDING MATERIAL, CLASS A 288.000 CY 40.00000 11,520.000072 613(S) 1186 STANDARD BEDDING MATERIAL, CLASS B 1,446.000 CY 55.00000 79,530.000073 613(U) 1100 PIPE UNDERDRAIN COVER MAT'L. 500.000 CY 40.00000 20,000.000074 613(V) 1180 TRENCH EXCAVATION 4,720.000 CY 5.00000 23,600.000075 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM 15,000.00000 15,000.000076 619(B) 0291 REMOVAL OF HEADWALL 2.000 EA 1,200.00000 2,400.000077 619(B) 4726 REMOVAL OF CURB AND GUTTER 2,408.000 LF 5.00000 12,040.000078 619(B) 4727 REMOVAL OF CONCRETE PAVEMENT 22,819.000 SY 5.50000 125,504.500079 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT 34,600.000 SY 4.00000 138,400.000080 619(B) 4741 REMOVAL OF DRAINAGE INLETS 9.000 EA 700.00000 6,300.000081 619(B) 4742 REMOVAL OF MANHOLES 3.000 EA 1,500.00000 4,500.000082 619(B) 4780 REMOVAL OF GUARDRAIL 1,708.000 LF 3.00000 5,124.000083 619(B) 4791 REMOVAL OF CURB 2,003.000 LF 4.00000 8,012.000084 619(B) 4915 REMOVAL OF CONCRETE MEDIAN BARRIER 3,524.000 LF 10.00000 35,240.000085 619(B) 5113 REMOVAL OF RIPRAP 77.000 SY 9.00000 693.000086 619(B) 5881 REMOVAL OF CONCRETE DITCH LINER 852.000 LF 6.00000 5,112.000087 619(B) 5918 REMOVAL OF EXISTING PIPE 1,617.000 LF 12.00000 19,404.000088 619(B) 6068 REMOVAL OF EXISTING RETAINING WALL 574.000 LF 150.00000 86,100.000089 619(C) 0924 SAWING PAVEMENT 379.000 LF 5.00000 1,895.00



CATEGORY : 0100 ROADWAY - ACNHPPI-2350-(005)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0090 622(A) 4445 2" PIPE RAILING 394.000 LF 100.00000 39,400.000091 627(A) 4317 CONCRETE LONGITUDINAL BARRIER, DESIGN 1 1,285.000 LF 60.00000 77,100.000092 627(B) 4410 CONCRETE LONGITUDINAL BARRIER END SECTIONS 2.000 EA 1,500.00000 3,000.00

------------------------------------------ CATEGORY TOTAL $ 18,593,454.60

CATEGORY : 0310 TRAFFIC SIGNING AND STRIPING - ACNHPPI-2350-(005)SS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y002 TRAFFIC SIGNSWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0093 509(D) 1331 CLASS C CONCRETE 31.020 CY 378.00000 11,725.560094 511(A) 0332 REINFORCING STEEL 1,278.000 LB 1.50000 1,917.000095 516(A) 6096 DRILLED SHAFTS 60" DIAMETER 141.250 LF 700.00000 98,875.000096 804(A) 2915 STRUCTURAL CONCRETE 2.240 CY 450.00000 1,008.000097 804(B) 2916 REINFORCING STEEL 388.000 LB 1.45000 562.600098 805(A) 8718 (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE & 1.000 LSUM 35,000.00000 35,000.00 SIGNS0099 805(A) 8722 (PL)REMOVAL OF EXISTING SIGNS 1.000 LSUM 5,000.00000 5,000.000100 850(A) 8110 SHEET ALUMINUM SIGNS 97.500 SF 25.00000 2,437.500101 850(B) 8112 EXTRUDED ALUMINUM PANEL SIGNS 156.500 SF 30.00000 4,695.000102 850(B) 8114 EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD 1,490.250 SF 30.00000 44,707.50 SIGNS)



CATEGORY : 0310 TRAFFIC SIGNING AND STRIPING - ACNHPPI-2350-(005)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0103 851(A) 3206 4"@13 GALV.STEEL WIDE FLANGE BEAM POST 37.000 LF 23.00000 851.000104 851(A) 3207 6"@15 GALV.STEEL WIDE FLANGE BEAM POST 40.000 LF 25.00000 1,000.000105 851(C) 8324 2" SQUARE TUBE POST 224.000 LF 25.00000 5,600.000106 852(D) 0320 OVHD.SN.STR., MONOTUBE TYPE B 90' 1.000 EA 125,000.00000 125,000.000107 852(D) 0340 OVHD.SN.STR., MONOTUBE TYPE B 110' 1.000 EA 170,000.00000 170,000.000108 852(E) 0500 OVHD.SN.STR., MONOTUBE TYPE C 3.000 EA 75,000.00000 225,000.000109 855(A) 8813 TRAFFIC STRIPE(PLASTIC)(6" WIDE) 5,800.000 LF 1.25000 7,250.000110 856(A) 8535 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) 50,400.000 LF 0.75000 37,800.000111 856(A) 8540 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) 6,550.000 LF 1.50000 9,825.000112 856(A) 8548 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) 2,100.000 LF 3.00000 6,300.000113 856(B) 8860 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) 11.000 EA 200.00000 2,200.000114 871(A) 8325 (SP)IMPACT ATTENUATOR 6.000 EA 25,000.00000 150,000.00

------------------------------------------ CATEGORY TOTAL $ 946,754.16

CATEGORY : 0330 TRAFFIC LIGHTING - ACNHPPI-2350-(005)SS FUNDING SOURCE(S) AND PARTICIPATION :


CONSTRUCTION TYPE : Y030 HIGHWAY LIGHTINGWORK CLASSIFICATION : 0400 TRAFFIC CAT LENGTH : 0.0000 MILESCONSTRUCTION CLASS : B BIDDABLE ITEMS CAT WIDTH : 0.0000 FEET-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0115 802(A) 8302 1" GALV. STEEL ELECTRICAL CONDUIT EXPOSED 220.000 LF 14.00000 3,080.000116 802(A) 8312 2" GALV. STEEL ELECTRICAL CONDUIT PUSHED OR 650.000 LF 18.00000 11,700.00 BORED



CATEGORY : 0330 TRAFFIC LIGHTING - ACNHPPI-2350-(005)SS-----------------------------------------------------------------------------------------------------------------------------------LINE ITEM ITEM ESTIMATED ITEM UNIT NO. NUMBER DESCRIPTION QUANTITY UNIT PRICE AMOUNT-----------------------------------------------------------------------------------------------------------------------------------0117 802(B) 8340 2" PVC SCH.40 PLASTIC CONDUIT BORED 3,400.000 LF 14.00000 47,600.000118 802(B) 8342 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED 4,900.000 LF 4.50000 22,050.000119 802(E) 8370 JUNCTION BOX(6" X 6" X 4") 1.000 EA 600.00000 600.000120 803(A) 8060 PULL BOX 16.000 EA 400.00000 6,400.000121 803(A) 8065 PULL BOX(SIZE I) 14.000 EA 350.00000 4,900.000122 804(A) 2915 STRUCTURAL CONCRETE 49.280 CY 600.00000 29,568.000123 804(B) 2916 REINFORCING STEEL 4,678.000 LB 1.45000 6,783.100124 806(D) 8989 40' MTG.HT.HL.PTP.(G.STL.) 37.000 EA 2,000.00000 74,000.000125 807 8092 BREAKAWAY BASE (DES. B) 20.000 EA 550.00000 11,000.000126 809(A) 8090 ROADWAY LUMINAIRE 46.000 EA 1,250.00000 57,500.000127 809(B) 8098 UNDERPASS LUMINIARE 4.000 EA 700.00000 2,800.000128 809(E) 8103 HIGH MAST LUMINAIRE 8.000 EA 1,500.00000 12,000.000129 811 8038 1/C NO.4 ELECTRICAL CONDUCTOR 12,170.000 LF 2.00000 24,340.000130 811 8044 1/C NO.10 ELECTRICAL CONDUCTOR 700.000 LF 0.85000 595.000131 811 8046 1/C NO.12 ELECTRICAL CONDUCTOR 4,930.000 LF 0.70000 3,451.00

------------------------------------------ CATEGORY TOTAL $ 318,367.10





0903316 0100 ROADWAY - ACNHPPI-2350-(004)SS $ 20,790,622.53 6.00 $ 1,247,437.35 $ 22,038,059.88 0FED $ 15,426,641.92 0SSP $ 6,611,417.96 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 22,038,059.88

0903316 0110 RAILROAD - ACNHPPI-2350-(004)SS $ 558,072.00 6.00 $ 33,484.32 $ 591,556.32 0FED $ 414,089.42 0SSP $ 177,466.90 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0110 $ 591,556.32

0903316 0200 BRIDGE 'A' - ACNHPPI-2350-(004)SS $ 18,818,994.00 6.00 $ 1,129,139.64 $ 19,948,133.64 0FED $ 13,963,693.55 0SSP $ 5,984,440.09 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0200 $ 19,948,133.64

0903316 0201 BRIDGE 'B' - ACNHPPI-2350-(004)SS $ 9,201,038.45 6.00 $ 552,062.31 $ 9,753,100.76 0FED $ 6,827,170.52 0SSP $ 2,925,930.22 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0201 $ 9,753,100.75

0903316 0202 BRIDGE 'C' - ACNHPPI-2350-(004)SS $ 2,121,489.00 6.00 $ 127,289.34 $ 2,248,778.34 0FED $ 1,574,144.84 0SSP $ 674,633.50 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0202 $ 2,248,778.34

0903316 0310 TRAFFIC SIGNING AND STRIPING - ACNHPPI-2350-(004)SS $ 18,988.50 6.00 $ 1,139.31 $ 20,127.81 0FED $ 14,089.47 0SSP $ 6,038.34 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0310 $ 20,127.81



0903316 0320 TRAFFIC SIGNALS - ACNHPPI-2350-(004)SS $ 147,802.87 6.00 $ 8,868.17 $ 156,671.04 0FED $ 109,669.73 0SSP $ 47,001.31 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0320 $ 156,671.04

0903316 0340 TRAFFIC CONTROL - ACNHPPI-2350-(004)SS $ 2,160,495.13 6.00 $ 129,629.71 $ 2,290,124.84 0FED $ 1,603,087.38 0SSP $ 687,037.44 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0340 $ 2,290,124.83

0903316 0600 STAKING - ACNHPPI-2350-(004)SS $ 100,000.00 0.00 $ 0.00 $ 100,000.00 0FED $ 70,000.00 0SSP $ 30,000.00 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0600 $ 100,000.00

0903316 0640 CONSTRUCTION - ACNHPPI-2350-(004)SS $ 2,158,102.30 6.00 $ 129,486.14 $ 2,287,588.44 0FED $ 1,601,311.90 0SSP $ 686,276.53 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0640 $ 2,287,588.43


0903325 0100 ROADWAY - ACNHPPI-2350-(005)SS $ 18,593,454.60 6.00 $ 1,115,607.28 $ 19,709,061.88 0FED $ 13,796,343.31 0SSP $ 5,912,718.55 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0100 $ 19,709,061.87



0903325 0310 TRAFFIC SIGNING AND STRIPING - ACNHPPI-2350-(005)SS $ 946,754.16 6.00 $ 56,805.25 $ 1,003,559.41 0FED $ 702,491.58 0SSP $ 301,067.81 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0310 $ 1,003,559.40

0903325 0330 TRAFFIC LIGHTING - ACNHPPI-2350-(005)SS $ 318,367.10 6.00 $ 19,102.03 $ 337,469.13 0FED $ 236,228.38 0SSP $ 101,240.74 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0330 $ 337,469.12


================================================================ ESTIMATE TOTAL $ 80,484,231.49



PROJECT CONTROL NUMBER : 0903316PROJECT NUMBER : ACNHPPI-2350-(004)SS------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------




000 $ 56,075,604.78 $ 3,358,536.29 $ 59,434,141.07 $ 17,830,242.30 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 56,075,604.78 $ 3,358,536.29 $ 59,434,141.07 $ 17,830,242.31 ================================================================== PROJECT TOTALS $ 56,075,604.78 $ 3,358,536.29 $ 59,434,141.07 $ 59,434,141.07



PROJECT CONTROL NUMBER : 0903325PROJECT NUMBER : ACNHPPI-2350-(005)SS------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------




000 $ 19,858,575.86 $ 1,191,514.56 $ 21,050,090.42 $ 6,315,027.11 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 19,858,575.86 $ 1,191,514.56 $ 21,050,090.42 $ 6,315,027.13 ================================================================== PROJECT TOTALS $ 19,858,575.86 $ 1,191,514.56 $ 21,050,090.42 $ 21,050,090.42



PROJECT CONTROL NUMBER : 0903316PROJECT NUMBER : ACNHPPI-2350-(004)SS------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY - ACNHPPI-2350-(004)SS $ 20,790,622.53 $ 1,247,437.35 $ 22,038,059.88 $ 15,426,641.920110 RAILROAD - ACNHPPI-2350-(004)SS $ 558,072.00 $ 33,484.32 $ 591,556.32 $ 414,089.420200 BRIDGE 'A' - ACNHPPI-2350-(004)SS $ 18,818,994.00 $ 1,129,139.64 $ 19,948,133.64 $ 13,963,693.550201 BRIDGE 'B' - ACNHPPI-2350-(004)SS $ 9,201,038.45 $ 552,062.31 $ 9,753,100.76 $ 6,827,170.520202 BRIDGE 'C' - ACNHPPI-2350-(004)SS $ 2,121,489.00 $ 127,289.34 $ 2,248,778.34 $ 1,574,144.840310 TRAFFIC SIGNING AND STRIPING - ACNHPPI-2350-(004)SS $ 18,988.50 $ 1,139.31 $ 20,127.81 $ 14,089.470320 TRAFFIC SIGNALS - ACNHPPI-2350-(004)SS $ 147,802.87 $ 8,868.17 $ 156,671.04 $ 109,669.730340 TRAFFIC CONTROL - ACNHPPI-2350-(004)SS $ 2,160,495.13 $ 129,629.71 $ 2,290,124.84 $ 1,603,087.380600 STAKING - ACNHPPI-2350-(004)SS $ 100,000.00 $ 0.00 $ 100,000.00 $ 70,000.000640 CONSTRUCTION - ACNHPPI-2350-(004)SS $ 2,158,102.30 $ 129,486.14 $ 2,287,588.44 $ 1,601,311.90 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 56,075,604.78 $ 3,358,536.29 $ 59,434,141.07 $ 41,603,898.75


0100 ROADWAY - ACNHPPI-2350-(004)SS $ 20,790,622.53 $ 1,247,437.35 $ 22,038,059.88 $ 6,611,417.960110 RAILROAD - ACNHPPI-2350-(004)SS $ 558,072.00 $ 33,484.32 $ 591,556.32 $ 177,466.900200 BRIDGE 'A' - ACNHPPI-2350-(004)SS $ 18,818,994.00 $ 1,129,139.64 $ 19,948,133.64 $ 5,984,440.090201 BRIDGE 'B' - ACNHPPI-2350-(004)SS $ 9,201,038.45 $ 552,062.31 $ 9,753,100.76 $ 2,925,930.220202 BRIDGE 'C' - ACNHPPI-2350-(004)SS $ 2,121,489.00 $ 127,289.34 $ 2,248,778.34 $ 674,633.500310 TRAFFIC SIGNING AND STRIPING - ACNHPPI-2350-(004)SS $ 18,988.50 $ 1,139.31 $ 20,127.81 $ 6,038.340320 TRAFFIC SIGNALS - ACNHPPI-2350-(004)SS $ 147,802.87 $ 8,868.17 $ 156,671.04 $ 47,001.310340 TRAFFIC CONTROL - ACNHPPI-2350-(004)SS $ 2,160,495.13 $ 129,629.71 $ 2,290,124.84 $ 687,037.440600 STAKING - ACNHPPI-2350-(004)SS $ 100,000.00 $ 0.00 $ 100,000.00 $ 30,000.000640 CONSTRUCTION - ACNHPPI-2350-(004)SS $ 2,158,102.30 $ 129,486.14 $ 2,287,588.44 $ 686,276.53 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 56,075,604.78 $ 3,358,536.29 $ 59,434,141.07 $ 17,830,242.30 ================================================================== PROJECT TOTALS $ 56,075,604.78 $ 3,358,536.29 $ 59,434,141.07 $ 59,434,141.07



PROJECT CONTROL NUMBER : 0903325PROJECT NUMBER : ACNHPPI-2350-(005)SS------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0100 ROADWAY - ACNHPPI-2350-(005)SS $ 18,593,454.60 $ 1,115,607.28 $ 19,709,061.88 $ 13,796,343.310310 TRAFFIC SIGNING AND STRIPING - ACNHPPI-2350-(005)SS $ 946,754.16 $ 56,805.25 $ 1,003,559.41 $ 702,491.580330 TRAFFIC LIGHTING - ACNHPPI-2350-(005)SS $ 318,367.10 $ 19,102.03 $ 337,469.13 $ 236,228.38 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 19,858,575.86 $ 1,191,514.56 $ 21,050,090.42 $ 14,735,063.29


0100 ROADWAY - ACNHPPI-2350-(005)SS $ 18,593,454.60 $ 1,115,607.28 $ 19,709,061.88 $ 5,912,718.550310 TRAFFIC SIGNING AND STRIPING - ACNHPPI-2350-(005)SS $ 946,754.16 $ 56,805.25 $ 1,003,559.41 $ 301,067.810330 TRAFFIC LIGHTING - ACNHPPI-2350-(005)SS $ 318,367.10 $ 19,102.03 $ 337,469.13 $ 101,240.74 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 19,858,575.86 $ 1,191,514.56 $ 21,050,090.42 $ 6,315,027.11 ================================================================== PROJECT TOTALS $ 19,858,575.86 $ 1,191,514.56 $ 21,050,090.42 $ 21,050,090.42






PROJECT NUMBER : STP-269B(040)RW PROJECT NAME : RIGHT-OF-WAY CLEARANCE



SH-29: FROM 2.6 MILES EAST OF US-81, EXTEND EAST NEAR MARLOW.


COUNTIES: STEPHENS ___________________________________________________________________________________ | This Engineer's Estimate is furnished in compliance with 61 O.S.§ 116 B. No | |representation is made or intended as to its accuracy or fitness for use for any | |purpose. The Engineer's Estimate is composed of units which are expressed as | |Mathematical Averages for work units which may be required for a project. The | |mathematical averages are derived by adding dollar amounts bid for work under a | |specific item code over the preceding eighteen (18) months within a specific field | |division and dividing the resultant total by the number of bids included. The | |resultant average unit amount does not and is not intended to portray difficulties | |or resources which may be required to perform any specific unit of work on any | |specific project. | | | |THE ENGINEER'S ESTIMATE SHOULD NOT BE USED OR RELIED ON TO PREPARE ANY CONTRACTOR'S| |BID PROPOSAL FOR SUBMISSION FOR DEPARTMENT CONSIDERATION ON ANY DEPARTMENT PROJECT.| |___________________________________________________________________________________|



ESTIMATE NUMBER : 160190 PROJECT NO.: STP-269B(040)RW------------------------------------------------------------------------------------------------------------------------------------PROJECT NO. PCN STAT TYPE COST CONST ENGR TOTAL FUNDING LIMIT FUNDING------------------------------------------------------------------------------------------------------------------------------------


STP-269B(040)RW 2441211 B 87 204,765.00 12,285.90 217,050.90 0.00 173,640.72 ------------------------------------------------------------------------------- FUND CLASS 0FED TOTALS 204,765.00 12,285.90 217,050.90 0.00 173,640.72


STP-269B(040)RW 2441211 B 87 204,765.00 12,285.90 217,050.90 0.00 43,410.18 ------------------------------------------------------------------------------- FUND CLASS 0SSP TOTALS 204,765.00 12,285.90 217,050.90 0.00 43,410.18

=============================================================================== ESTIMATE TOTALS 204,765.00 12,285.90 217,050.90 0.00 217,050.90


April 06, 2016 PAGE NO. 1-----------------------------------------------------------------------------------------------------------------------------------ESTIMATE NUMBER : 160190 PCN : 2441211 PROJECT NO. : STP-269B(040)RW CONTRACT ID : 160190-----------------------------------------------------------------------------------------------------------------------------------PCN : 2441211 RIGHT-OF-WAY CLEARANCE

CATEGORY : 0640 RIGHT-OF-WAY CLEARANCE FUNDING SOURCE(S) AND PARTICIPATION :



------------------------------------------ CATEGORY TOTAL $ 204,765.00





2441211 0640 RIGHT-OF-WAY CLEARANCE $ 204,765.00 6.00 $ 12,285.90 $ 217,050.90 0FED $ 173,640.72 0SSP $ 43,410.18 ---------------------------------------------------------------- TOTAL FOR CATEGORY 0640 $ 217,050.90


================================================================ ESTIMATE TOTAL $ 217,050.90



PROJECT CONTROL NUMBER : 2441211PROJECT NUMBER : STP-269B(040)RW------------------------------------------------------------------------------------------------------------------------------------UNIT COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


000 $ 204,765.00 $ 12,285.90 $ 217,050.90 $ 173,640.72 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 204,765.00 $ 12,285.90 $ 217,050.90 $ 173,640.72





PROJECT CONTROL NUMBER : 2441211PROJECT NUMBER : STP-269B(040)RW------------------------------------------------------------------------------------------------------------------------------------CATEGORY COST CONST ENGR TOTAL FUNDING------------------------------------------------------------------------------------------------------------------------------------


0640 RIGHT-OF-WAY CLEARANCE $ 204,765.00 $ 12,285.90 $ 217,050.90 $ 173,640.72 ------------------------------------------------------------------ FUND CLASS 0FED TOTALS $ 204,765.00 $ 12,285.90 $ 217,050.90 $ 173,640.72


0640 RIGHT-OF-WAY CLEARANCE $ 204,765.00 $ 12,285.90 $ 217,050.90 $ 43,410.18 ------------------------------------------------------------------ FUND CLASS 0SSP TOTALS $ 204,765.00 $ 12,285.90 $ 217,050.90 $ 43,410.18 ================================================================== PROJECT TOTALS $ 204,765.00 $ 12,285.90 $ 217,050.90 $ 217,050.90

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CALL NUMBER : 180 OKLAHOMA DEPARTMENT OF … · 2016-04-06 · 0012 241 2832 mowing 120.800 ac...

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