MICHIGAN DEPARTMENT OF TRANSPORTATION COST … · 2016. 2. 25. · LETTING DATE: 100903 CALL: 002...

MICHIGAN DEPARTMENT OF TRANSPORTATIONDATE: 08/20/10 COST SUMMARIES FOR PRIMES PAGE: 1 COST SUMMARY BY LETPROP(PES) STATEWIDE

LETTING DATE: 100903 CALL: 001

--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 50061-105735 | 105735A | IMG 1050(041) | JJ4245 | IMG 50061 | Traffic Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 105735A | I-696 from Dequindre Road to Nieman Street | I-696 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 8.23 mi of freeway signing upgrades and signing upgrades along eastbound and westbound I-696 Service Drives on I-696 from Dequindre Road to Nieman Street in the cities of Warren, Center Line, and Roseville, Macomb County.

CLASSIFICATION RATINGS

Misc = 13.033 % Ea = 0.032 % J = 0.151 % Fa = 3.417 % N6 = 83.168 %

I = 0.141 % L = 0.054 %

CURRENT DBE GOAL: 0.00



LINE NO. ITEM DESCRIPTION ITEM CODE QUANTITY UNITS CLASS

0010 Mobilization, Max. ____ [$257000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 27.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 11.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 16.000 Hr Misc 0060 Masonry and Conc Structure, Rem 2040010 119.000 Cyd Misc 0070 Pavt, Rem 2040011 417.000 Syd Misc 0080 _ [Exploratory Trenching] 2047001 1,000.000 Ft Misc 0100 Reflective Marker, Permanent Barrier 7110003 50.000 Ea Misc 0720 Conc Barrier, Temp, Furn 8120016 1,750.000 Ft Misc 0730 Conc Barrier, Temp, Oper 8120017 1,750.000 Ft Misc 0740 Conc Barrier, Temp, Relocated 8120018 1,750.000 Ft Misc 0750 High Intensity Light, Type B, Furn 8120035 6.000 Ea Misc 0760 High Intensity Light, Type B, Oper 8120036 6.000 Ea Misc 0770 Lighted Arrow, Type C, Furn 8120042 8.000 Ea Misc 0780 Lighted Arrow, Type C, Oper 8120043 8.000 Ea Misc 0790 Minor Traf Devices 8120050 1.000 LS Misc 0800 Sign Cover 8120105 5.000 Ea Misc 0810 Sign, Portable, Changeable Message, Furn 8120110 4.000 Ea Misc 0820 Sign, Portable, Changeable Message, Oper 8120111 4.000 Ea Misc 0830 Sign, Type B, Temp, Prismatic, Furn 8120135 2,130.000 Sft Misc 0840 Sign, Type B, Temp, Prismatic, Oper 8120136 2,130.000 Sft Misc 0850 Mobile Attenuator 8120143 8.000 Ea Misc 0860 _ [Temp Attenuator, Furn] 8127050 6.000 Ea Misc 0870 _ [Temp Attenuator, Oper] 8127050 6.000 Ea Misc 0880 _ [Railroad Flagging and Inspection - CR] 8127060 5,000.000 Dlr Misc 0920 _ [Retaining Wall Connection, Type W1] 8507050 7.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 11015-107158 | 107158A | BHI 1011(040) | KK2484 | BHI 11015 | Preventive Maintenance || | 107161A | BHI 1011(041) | KK2485 | BHI 11016 | Preventive Maintenance |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 107158A | 3 bridges over I-94 | I94 || | | || 107161A | 3 bridges over I-94 | I-94 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Deep and shallow concrete overlay, deck repair and deck joint replacement, pin and hanger replacement, substructure repair, steel repair, shelf bearing replacement, barrier and guardrail replacement and approach work, on six structures over I-94 and I-196, Berrien and Van Buren Counties. This project includes a 2 year bridge painting warranty.


Misc = 17.129 % J = 0.531 % Ea = 2.254 % K = 0.400 % N94B = 0.010 %

N93A = 0.530 % Cb = 7.501 % B = 1.064 % Fa = 15.199 % N96L = 1.448 %

N6 = 0.298 % N3 = 0.211 % I = 0.244 % I = 0.244 % L = 0.655 %

Fb = 1.359 % N91B = 2.934 % N91A = 14.191 % N91C = 2.110 % N91F = 2.356 %

N4 = 29.567 %





0010 Mobilization, Max. ____ [$560000.00] 1000001 1.000 LS Misc 0020 Contractor Staking 1040001 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 36.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 24.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 12.000 Hr Misc 0060 Culv, Rem, Less than 24 inch 2030001 8.000 Ea Misc 0080 Guardrail, Rem 2040008 3,321.000 Ft Misc 0090 Masonry and Conc Structure, Rem 2040010 4.000 Cyd Misc 0100 _ [Exploratory Trenching, Vertical] 2047001 86.000 Ft Misc 0620 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 8120007 34.000 Ea Misc 0630 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 8120008 34.000 Ea Misc 0640 Conc Barrier Reflector Replacement 8120010 73.000 Ea Misc 0650 Conc Barrier, Temp, Adjusted 8120015 5,885.000 Ft Misc 0660 Conc Barrier, Temp, Furn 8120016 4,815.000 Ft Misc 0670 Conc Barrier, Temp, Oper 8120017 5,515.000 Ft Misc 0680 Conc Barrier, Temp, Relocated 8120018 1,580.000 Ft Misc 0690 Flag Control 8120030 1.000 LS Misc 0700 Lighted Arrow, Type C, Furn 8120042 14.000 Ea Misc 0710 Lighted Arrow, Type C, Oper 8120043 20.000 Ea Misc 0720 Minor Traf Devices 8120050 1.000 LS Misc 0730 Pavt Mrkg, Type NR, Tape, 4 inch, White, Temp 8120085 6,765.000 Ft Misc 0740 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 102,390.000 Ft Misc 0750 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 79,505.000 Ft Misc 0760 Plastic Drum, High Intensity, Furn 8120100 3,055.000 Ea Misc 0770 Plastic Drum, High Intensity, Oper 8120101 4,035.000 Ea Misc 0780 Sign Cover 8120105 486.000 Ea Misc 0790 Sign, Portable, Changeable Message, Furn 8120110 6.000 Ea Misc 0800 Sign, Portable, Changeable Message, Oper 8120111 6.000 Ea Misc 0810 Sign, Type A, Temp, Prismatic, Furn 8120130 28.000 Sft Misc 0820 Sign, Type A, Temp, Prismatic, Oper 8120131 28.000 Sft Misc 0830 Sign, Type B, Temp, Prismatic, Furn 8120135 19,930.000 Sft Misc 0840 Sign, Type B, Temp, Prismatic, Oper 8120136 19,930.000 Sft Misc 0850 Mobile Attenuator 8120143 2.000 Ea Misc 0860 TS System, Temp, Oper [(S01 of 11014)] 8120145 1.000 LS Misc 0870 TS System, Temp, Oper [(S10 of 11016)] 8120145 1.000 LS Misc 0880 TS, Span Wire Type 8120150 8.000 Ea Misc 0890 _ [Pavt Mrkg, Type R, 4 inch, Black, Temp] 8127001 47,905.000 Ft Misc 0900 _ [Temp Attenuator, Adj and Relocate] 8127050 18.000 Ea Misc 0910 _ [Temp Attenuator, Furn] 8127050 10.000 Ea Misc 0920 _ [Temp Attenuator, Oper] 8127050 10.000 Ea Misc 1050 Shoulder Corrugations, Ground or Cut, HMA 8220001 27,416.000 Ft Misc 1850 _ [Slope Paving Repair] 8137011 329.000 Syd Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 26555-76577 | 76577A | STP 1026(004) | RR7333 | EDDF 26555 | Resurfacing |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 76577A | Estey Road from Wieman Road easterly to Jones Road | || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 1.04 mi of aggregate base, hot mix asphalt base crushing and shaping, hot mix asphalt surfacing, guardrail, and pavement markings, on Estey Road from Wieman Road easterly to Jones Road, Gladwin County.


Misc = 17.981 % Ea = 20.108 % N92D = 3.407 % N94B = 0.240 % K = 1.693 %

Cb = 42.789 % J = 2.578 % N96L = 7.544 % N3 = 0.327 % I = 3.329 %





0010 Mobilization, Max. ____ [$50000.00] 1000001 1.000 LS Misc 0020 Culv, Rem, Less than 24 inch 2030001 7.000 Ea Misc 0030 Culv End, Rem, Less than 24 inch 2030005 3.000 Ea Misc 0040 Dr Structure, Rem 2030011 3.000 Ea Misc 0450 Post, Mailbox 8070095 88.000 Ea Misc 0490 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 8120007 4.000 Ea Misc 0500 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 8120008 4.000 Ea Misc 0510 Dust Palliative, Applied 8120025 12.000 Ton Misc 0520 Flag Control 8120030 1.000 LS Misc 0530 Lighted Arrow, Type C, Furn 8120042 3.000 Ea Misc 0540 Lighted Arrow, Type C, Oper 8120043 3.000 Ea Misc 0550 Minor Traf Devices 8120050 1.000 LS Misc 0560 Pavt Mrkg, Type NR, Tape, 4 inch, Yellow, Temp 8120086 900.000 Ft Misc 0570 Plastic Drum, High Intensity, Furn 8120100 120.000 Ea Misc 0580 Plastic Drum, High Intensity, Oper 8120101 120.000 Ea Misc 0590 Sign Cover 8120105 5.000 Ea Misc 0600 Sign, Type B, Temp, Furn 8120120 995.000 Sft Misc 0610 Sign, Type B, Temp, Oper 8120121 995.000 Sft Misc 0670 Monument Box 8210001 2.000 Ea Misc 0680 Monument Preservation 8210010 2.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 25001-102518 | 102518A | BHT 1125(001) | RR7334 | BHT 25001 | Bridge Rehabilitation |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 102518A | Duffield Road at Shiawassee River | || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Bridge rehabilitation, superstructure removal and replacement, approach work of hot mix asphalt paving and guardrail placement, on Duffield Road at Shiawassee River, Genesee County.


Misc = 16.812 % Ea = 10.691 % Cb = 7.142 % B = 2.808 % J = 0.555 %

N96L = 5.845 % N6 = 0.037 % N3 = 0.096 % I = 0.754 % Fa = 46.071 %

Fb = 4.191 % N91B = 1.622 % N91A = 1.993 % N91C = 1.376 % N91A = 1.993 %





0010 Mobilization, Max. ____ [$34000.00] 1000001 1.000 LS Misc 0020 Guardrail, Rem 2040008 520.000 Ft Misc 0030 _ [Pavt, Rem, Modified] 2047011 590.000 Syd Misc 0290 Barricade, Type III, High Intensity, Lighted, Furn 8120005 6.000 Ea Misc 0300 Barricade, Type III, High Intensity, Lighted, Oper 8120006 6.000 Ea Misc 0310 Dust Palliative, Applied 8120025 5.000 Ton Misc 0320 Flag Control 8120030 1.000 LS Misc 0330 Minor Traf Devices 8120050 1.000 LS Misc 0340 Pavt Mrkg, Longit, 6 inch or Less Width, Rem 8120077 240.000 Ft Misc 0350 Plastic Drum, High Intensity, Furn 8120100 40.000 Ea Misc 0360 Plastic Drum, High Intensity, Oper 8120101 40.000 Ea Misc 0370 Sign, Type B, Temp, Furn 8120120 888.000 Sft Misc 0380 Sign, Type B, Temp, Oper 8120121 888.000 Sft Misc 0660 _ [Riprap, Heavy, Modified] 8137011 136.000 Syd Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 13007-86386 | 86386A | BRO 1013(028) | RR7309 | BRO 13007 | Bridge Reconstruction |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 86386A | 22 Mile Road over St Joseph River | || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Remove existing structure and construct a side by side concrete box beam bridge and related approach work on 22 Mile Road over St Joseph River, Calhoun County.


Misc = 14.624 % N2 = 0.067 % Ea = 5.558 % K = 2.716 % N94B = 0.163 %

N93A = 0.328 % Cb = 4.223 % B = 1.071 % N96L = 2.662 % N6 = 0.329 %

N3 = 0.112 % I = 0.241 % Fa = 61.674 % Fa = 61.674 % Fb = 3.605 %

N91B = 2.621 %





0010 Mobilization, Max. ____ [$70000.00] 1000001 1.000 LS Misc 0030 Tree, Rem, 19 inch to 36 inch 2020002 7.000 Ea Misc 0040 Culv, Rem, Less than 24 inch 2030001 3.000 Ea Misc 0050 Guardrail, Rem 2040008 210.000 Ft Misc 0060 _ [Pavement Removal, Modified] 2047011 1,908.000 Syd Misc 0370 Post, Mailbox 8070095 5.000 Ea Misc 0450 Barricade, Type III, High Intensity, Lighted, Furn 8120005 8.000 Ea Misc 0460 Barricade, Type III, High Intensity, Lighted, Oper 8120006 8.000 Ea Misc 0470 Flag Control 8120030 1.000 LS Misc 0480 Minor Traf Devices 8120050 1.000 LS Misc 0490 Plastic Drum, High Intensity, Furn 8120100 20.000 Ea Misc 0500 Plastic Drum, High Intensity, Oper 8120101 20.000 Ea Misc 0510 Sign, Type B, Temp, Furn 8120120 295.000 Sft Misc 0520 Sign, Type B, Temp, Oper 8120121 295.000 Sft Misc 0530 _ [Riprap, Plain, Modified] 8137011 260.000 Syd Misc 0550 _ [Turf Establishment] 8167011 1,200.000 Syd Misc 0560 Monument Preservation 8210010 1.000 Ea Misc 0770 _ [Riprap, Heavy, Modified] 8137011 120.000 Syd Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 73026-102643-2| 102643A | N/A | N/A | MCS 73026 | Bridge Rehabilitation |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 102643A | Freeland Road at Tittabawassee River | || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Bridge rehabilitation, partial bridge deck overlay, superstructure and substructure concrete patching, deck joint replacement, and minor approach work on Freeland Road at Tittabawassee River, Saginaw County.


Misc = 25.764 % J = 0.992 % Ea = 0.981 % N94B = 0.122 % K = 0.224 %

Cb = 0.931 % N96L = 1.685 % N3 = 0.089 % Fa = 22.547 % Fb = 1.182 %

N91A = 28.053 % N91C = 7.786 % N91F = 2.438 % N91F = 2.438 % N91E = 6.987 %

L = 0.211 %





0010 Mobilization, Max. ____ [$56300.00] 1000001 1.000 LS Misc 0030 Guardrail, Rem 2040008 273.000 Ft Misc 0040 Sidewalk, Rem 2040013 78.000 Syd Misc 0230 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 8120007 3.000 Ea Misc 0240 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 8120008 3.000 Ea Misc 0250 Flag Control 8120030 1.000 LS Misc 0260 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0270 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0280 Minor Traf Devices 8120050 1.000 LS Misc 0290 Pavt Mrkg, Longit, 6 inch or Less Width, Rem 8120077 400.000 Ft Misc 0300 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 200.000 Ft Misc 0310 Plastic Drum, High Intensity, Furn 8120100 35.000 Ea Misc 0320 Plastic Drum, High Intensity, Oper 8120101 39.000 Ea Misc 0330 Sign Cover 8120105 6.000 Ea Misc 0340 Sign, Portable, Changeable Message, Furn 8120110 4.000 Ea Misc 0350 Sign, Portable, Changeable Message, Oper 8120111 4.000 Ea Misc 0360 Sign, Type A, Temp, Prismatic, Furn 8120130 13.000 Sft Misc 0370 Sign, Type A, Temp, Prismatic, Oper 8120131 13.000 Sft Misc 0380 Sign, Type B, Temp, Prismatic, Furn 8120135 781.000 Sft Misc 0390 Sign, Type B, Temp, Prismatic, Oper 8120136 781.000 Sft Misc 0400 _ [Slope Restoration] 8167011 90.000 Syd Misc 0700 _ [Riprap, Special] 8137021 580.000 Cyd Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 33400-100161 | 100161A | STP 1033(035) | HH6640 | STU 33400 | Bridge Rehabilitation |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 100161A | Waverly Road from Grand River Bridge northerly to Lansing | || | Road | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.52 mi of concrete pavement, concrete pavement repairs, drainage improvements, concrete curb and gutter, hot mix asphalt approach, pedestrian signals, and pavement markings, on Waverly Road from the Grand River Bridge northerly to Lansing Road, Ingham County.


Misc = 13.216 % J = 2.847 % Ea = 2.868 % K = 8.493 % Ka = 1.554 %

N93A = 0.378 % Cb = 4.856 % B = 22.736 % N93F = 0.110 % Ba = 39.405 %

Fa = 0.194 % N3 = 0.860 % I = 1.272 % I = 1.272 % L = 1.204 %





0010 Mobilization, Max. ____ [$49000.00] 1000001 1.000 LS Misc 0020 Dr Structure, Rem 2030011 1.000 Ea Misc 0040 Pavt, Rem 2040011 2,981.000 Syd Misc 0050 Sidewalk, Rem 2040013 55.000 Syd Misc 0590 Barricade, Type III, High Intensity, Lighted, Furn 8120005 8.000 Ea Misc 0600 Barricade, Type III, High Intensity, Lighted, Oper 8120006 8.000 Ea Misc 0610 Flag Control 8120030 1.000 LS Misc 0620 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0630 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0640 Minor Traf Devices 8120050 1.000 LS Misc 0650 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 250.000 Ft Misc 0660 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 375.000 Ft Misc 0670 Plastic Drum, High Intensity, Furn 8120100 120.000 Ea Misc 0680 Plastic Drum, High Intensity, Oper 8120101 120.000 Ea Misc 0690 Sign, Type B, Temp, Prismatic, Furn 8120135 450.000 Sft Misc 0700 Sign, Type B, Temp, Prismatic, Oper 8120136 450.000 Sft Misc 0790 Monument Box 8210001 2.000 Ea Misc 0830 _ [ICDC Permit Fee, Cadillac Drain] 8507060 400.000 Dlr Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 61008-102628 | 102628A | BRO 1061(343) | RR7331 | BRO 61008 | Bridge Reconstruction |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 102628A | Schow Road over Skeels Creek | || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Removal of existing structure and construction of a precast concrete box culvert with related approach work on Schow Road over Skeels Creek, Muskegon County.


Misc = 22.251 % Fa = 16.230 % Ea = 42.811 % Cb = 13.899 % N96L = 4.808 %





0010 Mobilization, Max. ____ [$27000.00] 1000001 1.000 LS Misc 0020 Tree, Rem, 19 inch to 36 inch 2020002 9.000 Ea Misc 0030 Tree, Rem, 6 inch to 18 inch 2020004 54.000 Ea Misc 0250 Post, Mailbox 8070095 2.000 Ea Misc 0260 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 8120007 6.000 Ea Misc 0270 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 8120008 6.000 Ea Misc 0280 Minor Traf Devices 8120050 1.000 LS Misc 0290 Plastic Drum, High Intensity, Furn 8120100 12.000 Ea Misc 0300 Plastic Drum, High Intensity, Oper 8120101 12.000 Ea Misc 0310 Sign, Type B, Temp, Prismatic, Furn 8120135 352.000 Sft Misc 0320 Sign, Type B, Temp, Prismatic, Oper 8120136 352.000 Sft Misc 0330 _ [Riprap, Plain, Modified] 8137011 99.000 Syd Misc 0340 _ [Riprap, Heavy, Modified] 8137031 143.000 Ton Misc 0350 _ [Slope Restoration, Type A] 8167011 600.000 Syd Misc 0360 _ [Slope Restoration, Type B] 8167011 800.000 Syd Misc 0370 _ [Slope Restoration, Type C] 8167011 800.000 Syd Misc 0380 _ [Slope Restoration, Type D] 8167011 300.000 Syd Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 13411-101244 | 101244A | STP 1013(033) | HH6666 | STUL 13411 | Resurfacing |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 101244A | 11 Mile Road from north of H Drive North to Verona Road | || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.65 mi of hot mix asphalt resurfacing, aggregate shoulders, and concrete curb and gutter on 11 Mile Road from north of H Drive North to Verona Road, Calhoun County.


Misc = 9.732 % Ea = 31.059 % N93A = 0.277 % Cb = 38.915 % J = 15.964 %

N3 = 0.272 % I = 3.777 %





0010 Mobilization, Max. ____ [$37500.00] 1000001 1.000 LS Misc 0020 Culv, Rem, Less than 24 inch 2030001 2.000 Ea Misc 0160 Flag Control 8120030 1.000 LS Misc 0170 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0180 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0190 Minor Traf Devices 8120050 1.000 LS Misc 0200 Plastic Drum, High Intensity, Furn 8120100 50.000 Ea Misc 0210 Plastic Drum, High Intensity, Oper 8120101 50.000 Ea Misc 0220 Sign, Type B, Temp, Prismatic, Furn 8120135 344.000 Sft Misc 0230 Sign, Type B, Temp, Prismatic, Oper 8120136 344.000 Sft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 84915-103605 | 103605A | STPG 1084(105) | JJ4242 | STG 84915 | Traffic Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 103605A | M-43, M-51, M-60, M-62, M-139, M-140, I-94, I-94BL, | Various || | US-12 and US-12BR | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Traffic signal modernization for thirteen (13) locations in the cities of Bangor, Cassopolis, Dowagiac, Edwardsburg, and Niles, in Berrien, Cass, and Van Buren Counties.


Misc = 12.136 % J = 2.257 % Ea = 0.144 % K = 0.405 % Cb = 0.310 %

B = 1.355 % N96M = 0.063 % N6 = 0.347 % N3 = 0.940 % I = 0.021 %

L = 82.016 %





0010 Mobilization, Max. ____ [$70000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 8.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 8.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 8.000 Hr Misc 0070 Masonry and Conc Structure, Rem 2040010 3.000 Cyd Misc 0080 Pavt, Rem 2040011 37.000 Syd Misc 0090 Sidewalk, Rem 2040013 50.000 Syd Misc 0310 Barricade, Type III, High Intensity, Lighted, Furn 8120005 8.000 Ea Misc 0320 Barricade, Type III, High Intensity, Lighted, Oper 8120006 8.000 Ea Misc 0330 Flag Control 8120030 1.000 LS Misc 0340 Lighted Arrow, Type C, Furn 8120042 8.000 Ea Misc 0350 Lighted Arrow, Type C, Oper 8120043 8.000 Ea Misc 0360 Minor Traf Devices 8120050 1.000 LS Misc 0370 Plastic Drum, High Intensity, Furn 8120100 100.000 Ea Misc 0380 Plastic Drum, High Intensity, Oper 8120101 100.000 Ea Misc 0390 Sign Cover 8120105 6.000 Ea Misc 0400 Sign, Type A, Temp, Prismatic, Furn 8120130 40.000 Sft Misc 0410 Sign, Type A, Temp, Prismatic, Oper 8120131 40.000 Sft Misc 0420 Sign, Type B, Temp, Prismatic, Furn 8120135 900.000 Sft Misc 0430 Sign, Type B, Temp, Prismatic, Oper 8120136 900.000 Sft Misc 0440 Mobile Attenuator 8120143 2.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 63459-110716 | 110716A | STP 1063(060) | HH6672 | STU 63459 | Resurfacing || | 110717A | STP 1063(059) | HH6671 | STU 63459 | Resurfacing |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 110716A | Orion Road from Snell Road to Adams Road | || | | || 110717A | Teggerdine Road from Highland Road(M-59) to White Lake | || | Road | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 5.54 mi of hot mix asphalt cold milling and resurfacing, base repair, aggregate shoulders, concrete curb and gutter, guardrail and pavement marking on Orion Road from Snell Road to Adams Road and on Teggerdine Road from Highland Road (M-59) to White Lake Road, Oakland County,


Misc = 8.605 % J = 1.029 % Ea = 4.057 % K = 0.083 % N93A = 6.468 %

Cb = 76.051 % N96L = 1.508 % N3 = 2.157 % I = 0.038 %





0010 Mobilization, Max. ____ [$86500.00] 1000001 1.000 LS Misc 0030 Guardrail, Rem 2040008 400.000 Ft Misc 0260 Flag Control 8120030 1.000 LS Misc 0270 Minor Traf Devices 8120050 1.000 LS Misc 0280 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 200.000 Ft Misc 0290 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 4,800.000 Ft Misc 0300 Plastic Drum, High Intensity, Furn 8120100 60.000 Ea Misc 0310 Plastic Drum, High Intensity, Oper 8120101 60.000 Ea Misc 0320 Sign, Type B, Temp, Prismatic, Furn 8120135 1,450.000 Sft Misc 0330 Sign, Type B, Temp, Prismatic, Oper 8120136 1,450.000 Sft Misc 0380 Monument Box, Adj 8210005 2.000 Ea Misc 0390 _ [Hot-Poured Joint Sealant] 8507030 300.000 Lb Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 84913-101397 | 101397A | STP 1084(107) | HH6682 | ST 84913 | Roadside Facilities |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 101397A | US-31 BR at Hancock Street, 6th Street to Park Street, | Various || | Johnson Street to Hanson Street, Colby Street to Hunt Str | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 15.48 mi of ADA sidewalk ramp upgrades and pedestrian traffic signal upgrades on various routes in the cities of Muskegon, Muskegon Heights, Norton Shores, Whitehall, Montague, Hart, and the village of Pentwater, Muskegon and Oceana Counties.


Misc = 17.734 % J = 43.945 % Ea = 3.097 % Ka = 0.255 % K = 5.298 %

Cb = 6.378 % B = 0.781 % N3 = 7.757 % H = 0.052 % L = 14.700 %





0010 Mobilization, Max. ____ [$60000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 20.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 40.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 10.000 Hr Misc 0070 Pavt, Rem 2040011 931.000 Syd Misc 0080 Sidewalk, Rem 2040013 4,322.000 Syd Misc 0310 Barricade, Type III, High Intensity, Furn 8120001 8.000 Ea Misc 0320 Barricade, Type III, High Intensity, Oper 8120002 8.000 Ea Misc 0330 Flag Control 8120030 1.000 LS Misc 0340 Lighted Arrow, Type C, Furn 8120042 4.000 Ea Misc 0350 Lighted Arrow, Type C, Oper 8120043 4.000 Ea Misc 0360 Minor Traf Devices 8120050 1.000 LS Misc 0370 Pavt Mrkg, Longit, 6 inch or Less Width, Rem 8120077 2,000.000 Ft Misc 0380 Plastic Drum, High Intensity, Furn 8120100 100.000 Ea Misc 0390 Plastic Drum, High Intensity, Oper 8120101 100.000 Ea Misc 0400 Sign Cover 8120105 10.000 Ea Misc 0410 Sign, Type A, Temp, Prismatic, Furn 8120130 363.000 Sft Misc 0420 Sign, Type A, Temp, Prismatic, Oper 8120131 363.000 Sft Misc 0430 Sign, Type B, Temp, Prismatic, Furn 8120135 2,772.000 Sft Misc 0440 Sign, Type B, Temp, Prismatic, Oper 8120136 2,772.000 Sft Misc 0470 _ [Hydroseeding/Hydromulching] 8167011 5,319.000 Syd Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 70024-105657 | 105657A | NH 1070(052) | HH6683 | NH 70024 | Roadside Facilities |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 105657A | I-196 at the Zeeland Rest Area | I-196 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 1.00 mi of landscaping on I-196 at the Zeeland Rest Area, Ottawa County.


Misc = 8.940 % Ea = 25.013 % H = 66.046 %





0010 Mobilization, Max. ____ [$12000.00] 1000001 1.000 LS Misc 0020 Tree, Rem, 6 inch to 18 inch 2020004 5.000 Ea Misc 0050 Barricade, Type III, High Intensity, Lighted, Furn 8120005 3.000 Ea Misc 0060 Barricade, Type III, High Intensity, Lighted, Oper 8120006 3.000 Ea Misc 0070 Minor Traf Devices 8120050 1.000 LS Misc 0080 Plastic Drum, High Intensity, Furn 8120100 50.000 Ea Misc 0090 Plastic Drum, High Intensity, Oper 8120101 50.000 Ea Misc 0100 Sign, Type B, Temp, Prismatic, Furn 8120135 75.000 Sft Misc 0110 Sign, Type B, Temp, Prismatic, Oper 8120136 75.000 Sft Misc 0360 _ [Landscape Fabric] 8167011 100.000 Syd Misc 0370 _ [River Rock, 2 inch] 8167021 12.000 Cyd Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 07012-108127 | 108127A | N/A | N/A | EDA 07012 | Safety Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 108127A | US-41 from Lambert Road easterly to a point | US-41 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.34 mi of center left turn lane and right turn lane construction, hot mix asphalt overlay and pavement markings, on US-41 from Lambert Road easterly to the village of L'anse, Baraga County.


Misc = 12.653 % N2 = 0.418 % Ea = 34.522 % N93A = 1.085 % Cb = 30.873 %

J = 0.962 % N96M = 1.213 % N6 = 0.850 % N3 = 1.101 % I = 1.132 %

K = 15.185 %





0010 Mobilization, Max. ____ [$42000.00] 1000001 1.000 LS Misc 0030 Tree, Rem, 19 inch to 36 inch 2020002 1.000 Ea Misc 0040 Tree, Rem, 37 inch or larger 2020003 1.000 Ea Misc 0050 Culv End, Rem, 24 inch to 48 inch 2030006 2.000 Ea Misc 0060 Guardrail, Rem 2040008 444.000 Ft Misc 0070 Fence, Rem 2040009 130.000 Ft Misc 0080 Pavt, Rem 2040011 619.000 Syd Misc 0090 Utility Pole, Rem 2040030 2.000 Ea Misc 0400 Pavt, Cleaning 5020001 1.000 LS Misc 0710 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 8120007 3.000 Ea Misc 0720 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 8120008 3.000 Ea Misc 0730 Flag Control 8120030 1.000 LS Misc 0740 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0750 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0760 Minor Traf Devices 8120050 1.000 LS Misc 0770 Pavt Mrkg, Longit, 6 inch or Less Width, Rem 8120077 5,763.000 Ft Misc 0780 Pavt Mrkg, Type NR, Paint, 4 inch, White, Temp 8120080 11,300.000 Ft Misc 0790 Pavt Mrkg, Type NR, Paint, 4 inch, Yellow, Temp 8120081 11,300.000 Ft Misc 0800 Pavt Mrkg, Type NR, Tape, 4 inch, Yellow, Temp 8120086 500.000 Ft Misc 0810 Plastic Drum, High Intensity, Furn 8120100 125.000 Ea Misc 0820 Plastic Drum, High Intensity, Oper 8120101 125.000 Ea Misc 0830 Sign Cover 8120105 6.000 Ea Misc 0840 Sign, Type B, Temp, Prismatic, Furn 8120135 920.000 Sft Misc 0850 Sign, Type B, Temp, Prismatic, Oper 8120136 920.000 Sft Misc 0960 Protect Corners 8210020 1.000 Ea Misc 0970 _ [Monument Box Adjust-Special] 8217050 1.000 Ea Misc 0980 Centerline Corrugations, Milled, HMA 8220006 1,771.000 Ft Misc 0990 Non-Freeway Shoulder Corrugations, Milled, HMA 8220011 3,541.000 Ft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 82112-103728 | 103728A | STP 1082(139) | HH6674 | ST 82112 | Miscellaneous |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 103728A | M-10 at Calvert Street and Woodingham Street, I-94 at | I-94, M-10 || | Michigan Avenue | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Pumphouse rehabilitation on I-94 at Michigan Avenue, on M-10 at Calvert Street, and on M-10 at Woodingham Street in the cities of Dearborn and Detroit, Wayne County.


Misc = 64.869 % Ea = 0.213 % Fa = 6.994 % Fd = 24.484 % B = 0.690 %

Fb = 0.487 % N91A = 0.472 % N91C = 0.006 % J = 0.081 % N96M = 0.106 %

I = 0.162 % L = 1.430 %





0010 Mobilization, Max. ____ [$233000.00] 1000001 1.000 LS Misc 0020 Sidewalk, Rem 2040013 50.000 Syd Misc 0030 _ [Miscellaneous Metals, Rem (D06 of 82112)] 2047051 1.000 LS Misc 0040 _ [Miscellaneous Metals, Rem (D12 of 82112)] 2047051 1.000 LS Misc 0050 _ [Miscellaneous Metals, Rem (D14 of 82022)] 2047051 1.000 LS Misc 0060 _ [Structures, Rem Portions, Modified (D06 of 82112)] 2047051 1.000 LS Misc 0070 _ [Structures, Rem Portions, Modified (D12 of 82112)] 2047051 1.000 LS Misc 0080 _ [Structures, Rem Portions, Modified (D14 of 82022)] 2047051 1.000 LS Misc 0500 Barricade, Type III, High Intensity, Double Sided, Furn 8120003 18.000 Ea Misc 0510 Barricade, Type III, High Intensity, Double Sided, Oper 8120004 14.000 Ea Misc 0520 Lighted Arrow, Type C, Furn 8120042 3.000 Ea Misc 0530 Lighted Arrow, Type C, Oper 8120043 3.000 Ea Misc 0540 Minor Traf Devices 8120050 1.000 LS Misc 0550 Plastic Drum, High Intensity, Furn 8120100 90.000 Ea Misc 0560 Plastic Drum, High Intensity, Oper 8120101 60.000 Ea Misc 0570 Sign Cover 8120105 15.000 Ea Misc 0580 Sign, Type B, Temp, Prismatic, Furn 8120135 1,310.000 Sft Misc 0590 Sign, Type B, Temp, Prismatic, Oper 8120136 1,310.000 Sft Misc 0610 _ [C.T. Cabinet and Manual Transfer Switch (D06 of 82112)] 8197051 1.000 LS Misc 0620 _ [C.T. Cabinet and Manual Transfer Switch (D12 of 82112)] 8197051 1.000 LS Misc 0630 _ [C.T. Cabinet and Manual Transfer Switch (D14 of 82022)] 8197051 1.000 LS Misc 0640 _ [Electrical, Rem (D06 of 82112)] 8197051 1.000 LS Misc 0650 _ [Electrical, Rem (D12 of 82112)] 8197051 1.000 LS Misc 0660 _ [Electrical, Rem (D14 of 82022)] 8197051 1.000 LS Misc 0680 _ [Exploratory Trenching] 8507001 20.000 Ft Misc 0690 _ [Temporary Power System (D06 of 82112)] 8507041 10.000 Cday Misc 0700 _ [Temporary Power System (D12 of 82112)] 8507041 10.000 Cday Misc 0710 _ [Temporary Power System (D14 of 82022)] 8507041 10.000 Cday Misc 0720 _ [Submersible Mixed Flow Pump (D06 of 82112)] 8507050 3.000 Ea Misc 0730 _ [Submersible Mixed Flow Pump (D12 of 82112)] 8507050 3.000 Ea Misc 0740 _ [Submersible Mixed Flow Pump (D14 of 82022)] 8507050 3.000 Ea Misc 0750 _ [Removal and Disposal of Asbestos Materials, Modified] 8507060 30,000.000 Dlr Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 82061-107189 | 107189A | STP 1082(130) | RR7320 | STE 82061 | Roadside Facilities |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 107189A | US-12 from Leith Avenue to West Street and from Hamlin | US-12 || | Boulevard to Weithoff Court | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.36 mi of streetscape enhancement, decorative sidewalk, ADA sidewalk ramps, concrete bus pads, and landscaping on US-12 (Michigan Avenue) at Inkster Road in the city of Inkster, Wayne County.


Misc = 39.419 % J = 45.491 % Ea = 1.322 % Cb = 0.371 % B = 0.411 %

N96M = 7.444 % H = 5.537 % I = 0.000 %





0010 Mobilization, Max. ____ [$48000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 6.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 3.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 4.000 Hr Misc 0060 Tree, Rem, 6 inch to 18 inch 2020004 6.000 Ea Misc 0100 Pavt, Rem 2040011 63.000 Syd Misc 0110 Sidewalk, Rem 2040013 2,993.000 Syd Misc 0290 Barricade, Type III, High Intensity, Lighted, Furn 8120005 8.000 Ea Misc 0300 Barricade, Type III, High Intensity, Lighted, Oper 8120006 8.000 Ea Misc 0310 Conc Barrier, Temp, Furn 8120016 1,650.000 Ft Misc 0320 Conc Barrier, Temp, Oper 8120017 1,650.000 Ft Misc 0330 Conc Barrier, Temp, Relocated 8120018 1,850.000 Ft Misc 0340 High Intensity Light, Type B, Furn 8120035 6.000 Ea Misc 0350 High Intensity Light, Type B, Oper 8120036 6.000 Ea Misc 0360 Lighted Arrow, Type C, Furn 8120042 3.000 Ea Misc 0370 Lighted Arrow, Type C, Oper 8120043 3.000 Ea Misc 0380 Minor Traf Devices 8120050 1.000 LS Misc 0390 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 1,500.000 Ft Misc 0400 Plastic Drum, High Intensity, Furn 8120100 100.000 Ea Misc 0410 Plastic Drum, High Intensity, Oper 8120101 100.000 Ea Misc 0420 Sign, Type B, Temp, Prismatic, Furn 8120135 1,300.000 Sft Misc 0430 Sign, Type B, Temp, Prismatic, Oper 8120136 1,300.000 Sft Misc 0440 _ [Pavt Mrkg, Type R, 4 inch, Black, Temp] 8127001 550.000 Ft Misc 0450 _ [Temp Attenuator, Furn] 8127050 5.000 Ea Misc 0460 _ [Temp Attenuator, Oper] 8127050 5.000 Ea Misc 0600 _ [Turf Establishment, Performance] 8507011 4,000.000 Syd Misc 0610 _ [Dry Stack Wall] 8507050 333.000 Ea Misc 0620 _ [Irrigation Meter Pit Box] 8507050 1.000 Ea Misc 0630 _ [Pillars] 8507050 43.000 Ea Misc 0640 _ [Pipewells] 8507050 95.000 Ea Misc 0650 _ [Transit Shelter] 8507050 2.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 70900-101327 | 101327A | NH 1070(053) | HH6691 | NH 70900 | Miscellaneous |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 101327A | 144th Avenue south of Garfield Road (T8N, R16W, Section 3 | M-104 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 5.62 acres of wetland mitigation at 144th Avenue south of Garfield Road, Ottawa County.


Misc = 12.273 % Ea = 77.783 % N96M = 0.997 % N6 = 0.446 % H = 6.726 %

I = 1.773 %





0010 Mobilization, Max. ____ [$52000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 6.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 2.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 4.000 Hr Misc 0060 _ [Clearing, Wetland] 2017012 2.600 Acre Misc 0130 Project Cleanup 2090001 1.000 LS Misc 0220 Barricade, Type III, High Intensity, Furn 8120001 2.000 Ea Misc 0230 Barricade, Type III, High Intensity, Oper 8120002 2.000 Ea Misc 0240 Dust Palliative, Applied 8120025 4.000 Ton Misc 0250 Flag Control 8120030 1.000 LS Misc 0260 Lighted Arrow, Type B, Furn 8120040 2.000 Ea Misc 0270 Lighted Arrow, Type B, Oper 8120041 2.000 Ea Misc 0280 Minor Traf Devices 8120050 1.000 LS Misc 0290 Plastic Drum, High Intensity, Furn 8120100 10.000 Ea Misc 0300 Plastic Drum, High Intensity, Oper 8120101 10.000 Ea Misc 0310 Sign Cover 8120105 2.000 Ea Misc 0320 Sign, Type B, Temp, Prismatic, Furn 8120135 384.000 Sft Misc 0330 Sign, Type B, Temp, Prismatic, Oper 8120136 384.000 Sft Misc 0560 _ [Habitat Structures, Log] 8507050 11.000 Ea Misc 0570 _ [Habitat Structures, Root Wad] 8507050 12.000 Ea Misc 0580 _ [Habitat Structures, Whole Tree] 8507050 11.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 81900-111215 | 111215A | N/A | N/A | AO 81900 | Miscellaneous |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 111215A | At the Osmer Siding on the Great Lakes Central RR in Wash | || | aw County | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Railroad track construction, grading, and drainage structure at the Osmer Siding, Washtenaw County.


Misc = 100 %





0010 Mobilization, Max. ____ [$33,000.00] 9150001 1.000 LS Misc 0020 Ditching, Misc 9200003 600.000 Ft Misc 0030 Culv, Cl A, CSP, 36 inch 9210006 60.000 Ft Misc 0040 Culv Bedding 9210011 44.000 Cyd Misc 0050 Culv Extension 9220002 84.000 Ft Misc 0060 Turf Establishment 9240001 6,125.000 Syd Misc 0070 Excavation, Earth 9280001 2,650.000 Cyd Misc 0080 Embankment, LM 9280002 11,000.000 Cyd Misc 0090 Erosion Control, Silt Fence 9290003 1,700.000 Ft Misc 0100 Ballast, Sub 9300001 2,030.000 Cyd Misc 0110 Ballast #4 9300003 230.000 Ton Misc 0120 Tie Disposal 9430001 10.000 Ea Misc 0130 Track, Surface and Align 9600001 3,760.000 Tft Misc 0140 Track, Rem and Reinstall 9620001 50.000 Tft Misc 0150 Turnout, Construct, #10, 115# 9750014 2.000 Ea Misc 0160 _ [Track, Construct, Special] 9997012 3,760.000 Tft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 76023-90274 | 90274A | BHI 1076(019) | KK2494 | BHI 76023 | Preventive Maintenance |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 90274A | I-69 on 12 structures | I-69 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Joint replacements, epoxy overlay and epoxy overlay repairs, deck patching, railing repairs, railing replacement, bridge painting, pin and hanger replacement, end header replacement, substructure repairs, and approach work on I-69 at twelve (12) structures, Shiawassee County. This project has a 2 year bridge painting warranty.


Misc = 23.621 % J = 1.219 % Ea = 2.436 % K = 0.377 % Cb = 1.141 %

B = 8.446 % Ba = 0.103 % Fa = 20.798 % N91B = 1.418 % N96L = 2.026 %

N3 = 0.307 % I = 0.246 % Fb = 2.473 % N91A = 8.197 % N91C = 4.405 %

Fb = 2.473 % N4 = 22.780 %





0010 Mobilization, Max. ____ [$255000.00] 1000001 1.000 LS Misc 0020 Contractor Staking 1040001 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 26.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 10.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 16.000 Hr Misc 0060 Culv End, Rem, Less than 24 inch 2030005 4.000 Ea Misc 0070 Sewer, Rem, Less than 24 inch 2030015 500.000 Ft Misc 0090 Guardrail, Rem 2040008 1,055.000 Ft Misc 0100 Masonry and Conc Structure, Rem 2040010 40.000 Cyd Misc 0110 Pavt, Rem 2040011 4,030.000 Syd Misc 0180 Project Cleanup 2090001 1.000 LS Misc 0550 Barricade, Type III, High Intensity, Furn 8120001 12.000 Ea Misc 0560 Barricade, Type III, High Intensity, Oper 8120002 12.000 Ea Misc 0570 Barricade, Type III, High Intensity, Double Sided, Furn 8120003 4.000 Ea Misc 0580 Barricade, Type III, High Intensity, Double Sided, Oper 8120004 4.000 Ea Misc 0590 Conc Barrier Reflector Replacement 8120010 6.000 Ea Misc 0600 Conc Barrier, Temp, Adjusted 8120015 4,610.000 Ft Misc 0610 Conc Barrier, Temp, Furn 8120016 2,610.000 Ft Misc 0620 Conc Barrier, Temp, Oper 8120017 2,610.000 Ft Misc 0630 Conc Barrier, Temp, Relocated 8120018 6,500.000 Ft Misc 0640 Flag Control 8120030 1.000 LS Misc 0650 High Intensity Light, Type B, Furn 8120035 12.000 Ea Misc 0660 High Intensity Light, Type B, Oper 8120036 12.000 Ea Misc 0670 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0680 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0690 Lighted Arrow, Type C, Standby 8120044 1.000 Ea Misc 0700 Minor Traf Devices 8120050 1.000 LS Misc 0710 Pavt Mrkg, Longit, 6 inch or Less Width, Rem 8120077 27,960.000 Ft Misc 0720 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 13,760.000 Ft Misc 0730 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 12,580.000 Ft Misc 0740 Plastic Drum, High Intensity, Furn 8120100 695.000 Ea Misc 0750 Plastic Drum, High Intensity, Oper 8120101 695.000 Ea Misc 0760 Sign Cover 8120105 20.000 Ea Misc 0770 Sign, Portable, Changeable Message, Furn 8120110 2.000 Ea Misc 0780 Sign, Portable, Changeable Message, Oper 8120111 2.000 Ea Misc 0790 Sign, Type B, Temp, Prismatic, Furn 8120135 2,917.000 Sft Misc 0800 Sign, Type B, Temp, Prismatic, Oper 8120136 2,917.000 Sft Misc 0810 Mobile Attenuator 8120143 4.000 Ea Misc 0820 _ [Temp Attenuator, Adj & Relocated] 8127001 22.000 Ft Misc 0830 _ [Temp Attenuator, Furn] 8127001 6.000 Ft Misc 0840 _ [Temp Attenuator, Oper] 8127001 6.000 Ft Misc 0850 _ [Sign, Type B, Temp, Prismatic, Special, Furn] 8127010 468.000 Sft Misc 0860 _ [Sign, Type B, Temp, Prismatic, Special, Oper] 8127010 468.000 Sft Misc 1200 Reflective Marker, Permanent Barrier 7110003 8.000 Ea Misc 1540 _ [Railroad Inspection and Flagging - H&E] 8127060 128,000.000 Dlr Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 82291-106194 | 106194A | STP 1082(142) | RR7353 | STE 82291 | Roadside Facilities |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 106194A | On US-12 (Michigan Avenue) to south of I-94 | I-275 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 5.47 mi of Metro Trail rehabilitation and reconstruction, bridge reconstruction, boardwalk construction, retaining wall construction, pedestrian signal, permanent signing, pavement marking, ADA ramps, and landscaping on I-275 Metro Trail from US-12 (Michigan Avenue) to south of I-94, in the city of Romulus, Wayne County.


Misc = 16.864 % N2 = 0.127 % J = 2.389 % Ea = 20.415 % K = 1.668 %

N94B = 0.032 % Cb = 9.663 % Ba = 0.012 % B = 0.226 % N96L = 0.565 %

N96M = 6.922 % N6 = 0.443 % N3 = 0.123 % N3 = 0.123 % H = 2.302 %

N/A = 0.404 % L = 0.350 % Fa = 62.979 % N95D = 1.105 % N95A = 0.876 %

Fb = 0.412 %





0010 Mobilization, Max. ____ [$281000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 27.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 11.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 17.000 Hr Misc 0070 Thinning, Selective, Type II 2010006 2.000 Acre Misc 0080 Culv, Rem, Less than 24 inch 2030001 6.000 Ea Misc 0090 Culv, Rem, 24 inch to 48 inch 2030002 7.000 Ea Misc 0100 Culv End, Rem, Less than 24 inch 2030005 2.000 Ea Misc 0120 Guardrail, Rem 2040008 90.000 Ft Misc 0130 Fence, Rem 2040009 26,066.000 Ft Misc 0140 Pavt, Rem 2040011 970.000 Syd Misc 0150 Sidewalk, Rem 2040013 5,252.000 Syd Misc 0160 _ [Ditch Cleanout] 2047001 1,000.000 Ft Misc 0170 _ [Exploratory Trenching] 2047001 260.000 Ft Misc 0320 Project Cleanup 2090001 1.000 LS Misc 0900 Barricade, Type III, High Intensity, Furn 8120001 7.000 Ea Misc 0910 Barricade, Type III, High Intensity, Oper 8120002 7.000 Ea Misc 0920 Conc Barrier, Temp, Furn 8120016 400.000 Ft Misc 0930 Conc Barrier, Temp, Oper 8120017 400.000 Ft Misc 0940 Conc Barrier, Temp, Relocated 8120018 1,400.000 Ft Misc 0950 Culv, Temp 8120020 6.000 Ea Misc 0960 High Intensity Light, Type B, Furn 8120035 1.000 Ea Misc 0970 High Intensity Light, Type B, Oper 8120036 1.000 Ea Misc 0980 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0990 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 1000 Minor Traf Devices 8120050 1.000 LS Misc 1010 Pavt Mrkg, Longit, 6 inch or Less Width, Rem 8120077 120.000 Ft Misc 1020 Plastic Drum, High Intensity, Furn 8120100 60.000 Ea Misc 1030 Plastic Drum, High Intensity, Oper 8120101 50.000 Ea Misc 1040 Sign Cover 8120105 5.000 Ea Misc 1050 Sign, Type B, Temp, Prismatic, Furn 8120135 1,200.000 Sft Misc 1060 Sign, Type B, Temp, Prismatic, Oper 8120136 1,200.000 Sft Misc 1070 Mobile Attenuator 8120143 1.000 Ea Misc 1080 _ [Pavt Mrkg, Type R, 6 inch, Black, Temp] 8127001 6,360.000 Ft Misc 1090 _ [Temp Attenuator, Adj and Relocated] 8127050 6.000 Ea Misc 1100 _ [Temp Attenuator, Furn] 8127050 1.000 Ea Misc 1110 _ [Temp Attenuator, Oper] 8127050 1.000 Ea Misc 1350 _ [Turf Establishment, Performance] 8167011 40,600.000 Syd Misc 1440 Masonry and Conc Structure, Rem 2040010 20.000 Cyd Misc 1510 _ [Structures, Rem Portions, Special] 2047001 61.000 Ft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 19022-101605 | 101605A | IM 1019(018) | KK2496 | IM 19022 | Roadside Facilities |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 101605A | I-96 east bound at the Grand Ledge rest area. | I-96 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Rest area building reconstruction, ramp grading, parking lot expansion, site work and sanitary sewer on I-96 at the Grand Ledge rest area, Clinton County.


Misc = 35.404 % N2 = 0.286 % J = 3.129 % Ea = 17.520 % Fa = 1.449 %

K = 22.362 % N94B = 0.015 % Ka = 0.013 % N93A = 0.444 % Cb = 13.765 %

B = 0.513 % N96M = 0.555 % N6 = 0.189 % N6 = 0.189 % N3 = 0.534 %

L = 3.816 %





0010 Mobilization, Max. ____ [$355000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 31.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 13.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 19.000 Hr Misc 0060 _ [Horticultural Work] 1047040 40.000 Hr Misc 0080 Tree, Rem, 19 inch to 36 inch 2020002 2.000 Ea Misc 0090 Tree, Rem, 6 inch to 18 inch 2020004 37.000 Ea Misc 0100 Culv, Rem, Less than 24 inch 2030001 1.000 Ea Misc 0110 Culv End, Rem, 24 inch to 48 inch 2030006 1.000 Ea Misc 0120 Dr Structure, Rem 2030011 8.000 Ea Misc 0130 Sewer, Rem, Less than 24 inch 2030015 1,643.000 Ft Misc 0150 Fence, Rem 2040009 1,781.000 Ft Misc 0160 Pavt, Rem 2040011 12,921.000 Syd Misc 0170 Sidewalk, Rem 2040013 1,423.000 Syd Misc 0180 _ [Rem Building] 2047051 1.000 LS Misc 0190 _ [Rem Misc Site Items] 2047051 1.000 LS Misc 0310 Project Cleanup 2090001 1.000 LS Misc 0910 Barricade, Type III, High Intensity, Lighted, Furn 8120005 2.000 Ea Misc 0920 Barricade, Type III, High Intensity, Lighted, Oper 8120006 2.000 Ea Misc 0930 Flag Control 8120030 1.000 LS Misc 0940 Lighted Arrow, Type C, Furn 8120042 3.000 Ea Misc 0950 Lighted Arrow, Type C, Oper 8120043 3.000 Ea Misc 0960 Minor Traf Devices 8120050 1.000 LS Misc 0970 Pavt Mrkg, Longit, 6 inch or Less Width, Rem 8120077 4,457.000 Ft Misc 0980 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 3,565.000 Ft Misc 0990 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 3,565.000 Ft Misc 1000 Plastic Drum, High Intensity, Furn 8120100 186.000 Ea Misc 1010 Plastic Drum, High Intensity, Oper 8120101 186.000 Ea Misc 1020 Sign Cover 8120105 6.000 Ea Misc 1030 Sign, Portable, Changeable Message, Furn 8120110 4.000 Ea Misc 1040 Sign, Portable, Changeable Message, Oper 8120111 4.000 Ea Misc 1050 Sign, Type B, Temp, Prismatic, Furn 8120135 900.000 Sft Misc 1060 Sign, Type B, Temp, Prismatic, Oper 8120136 900.000 Sft Misc 1070 Ltg for Night Work 8120153 1.000 LS Misc 1090 _ [Turf Establishment, Performance] 8167011 10,833.000 Syd Misc 1100 _ [Turf Reinforcement Mat, Permanent] 8167011 24.000 Syd Misc 1590 _ [Steel Landscape Edging, 4 inch] 8507001 230.000 Ft Misc 1600 _ [Temporary Tree Protection] 8507001 800.000 Ft Misc 1610 _ [Wood Fence] 8507001 30.000 Ft Misc 1620 _ [Landscape Fabric] 8507010 560.000 Sft Misc 1630 _ [Pavement Sealant and Tar Emulsion] 8507011 2,283.000 Syd Misc 1640 _ [Peatsoil, Special] 8507021 25.000 Cyd Misc 1650 _ [River Rock, 2 inch] 8507021 12.000 Cyd Misc 1660 _ [Shredded Bark Mulch] 8507021 150.000 Cyd Misc 1670 _ [Ash Urn] 8507050 2.000 Ea Misc 1680 _ [Flag Pole] 8507050 1.000 Ea Misc 1690 _ [Picnic Stove] 8507050 6.000 Ea Misc




1700 _ [Picnic Table, Special] 8507050 13.000 Ea Misc 1710 _ [Trash Container] 8507050 15.000 Ea Misc 1720 _ [Wire Grid Bench] 8507050 4.000 Ea Misc 1730 _ [Rest Area Building] 8507051 1.000 LS Misc 1740 _ [Site Grading] 8507051 1.000 LS Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 76021-109532 | 109532A | STP 1076(018) | HH6685 | ST 76021 | Resurfacing |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 109532A | Old M-78 from I-69 BL to M-52 | Old M-78 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 10.84 mi of cold milling, multiple course hot mix asphalt resurfacing, concrete pavement repairs, shoulder trenching and paving, guardrail, intersection improvements, and miscellaneous drainage improvements on Old M-78 from I-69 (Saginaw Street) northeasterly to M-52, Clinton and Shiawassee Counties.


Misc = 8.471 % N2 = 0.002 % Ka = 0.449 % J = 1.307 % Ea = 12.529 %

N94B = 0.006 % K = 0.013 % N93A = 1.513 % N93F = 0.067 % N93G = 1.141 %

Cb = 57.016 % N93D = 0.048 % B = 0.342 % B = 0.342 % Ba = 13.783 %

N96L = 0.602 % N96M = 0.005 % N6 = 22.784 % N3 = 0.200 % I = 2.341 %

L = 0.015 %





0010 Mobilization, Max. ____ [$795000.00] 1000001 1.000 LS Misc 0030 Culv, Rem, Less than 24 inch 2030001 68.000 Ea Misc 0040 Culv End, Rem, Less than 24 inch 2030005 37.000 Ea Misc 0050 Culv End, Rem, 24 inch to 48 inch 2030006 2.000 Ea Misc 0080 Guardrail, Rem 2040008 2,010.000 Ft Misc 0090 Pavt, Rem 2040011 6,783.000 Syd Misc 0190 Project Cleanup 2090001 1.000 LS Misc 0450 Pavt, Cleaning 5020001 1.000 LS Misc 0810 Post, Mailbox 8070095 100.000 Ea Misc 1010 Barricade, Type III, High Intensity, Furn 8120001 20.000 Ea Misc 1020 Barricade, Type III, High Intensity, Oper 8120002 20.000 Ea Misc 1030 Flag Control 8120030 1.000 LS Misc 1040 Lighted Arrow, Type C, Furn 8120042 4.000 Ea Misc 1050 Lighted Arrow, Type C, Oper 8120043 4.000 Ea Misc 1060 Minor Traf Devices 8120050 1.000 LS Misc 1070 Pavt Mrkg, Type NR, Paint, 4 inch, Yellow, Temp 8120081 3,273.000 Ft Misc 1080 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 500.000 Ft Misc 1090 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 3,349.000 Ft Misc 1100 Plastic Drum, High Intensity, Furn 8120100 300.000 Ea Misc 1110 Plastic Drum, High Intensity, Oper 8120101 300.000 Ea Misc 1120 Sign Cover 8120105 10.000 Ea Misc 1130 Sign, Portable, Changeable Message, Furn 8120110 4.000 Ea Misc 1140 Sign, Portable, Changeable Message, Oper 8120111 4.000 Ea Misc 1150 Sign, Type A, Temp, Prismatic, Furn 8120130 236.000 Sft Misc 1160 Sign, Type A, Temp, Prismatic, Oper 8120131 236.000 Sft Misc 1170 Sign, Type B, Temp, Prismatic, Furn 8120135 2,325.000 Sft Misc 1180 Sign, Type B, Temp, Prismatic, Oper 8120136 2,325.000 Sft Misc 1190 _ [Driveway Maintenance, Commercial] 8127050 39.000 Ea Misc 1200 _ [Driveway Maintenance, Residential] 8127050 139.000 Ea Misc 1210 _ [Intersection Maintenance] 8127050 27.000 Ea Misc 1220 _ [Pilot Car, Corrugations] 8127051 1.000 LS Misc 1280 Centerline Corrugations, Milled, HMA 8220006 39,000.000 Ft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 63051-106819 | 106819A | STP 1063(071) | KK2501 | STH 63051 | Safety Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 106819A | M-1 (Woodward Avenue) at 12 Mile Road | M-1 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.11 mi of median widening, sidewalk replacement and signal upgrade on M-1 (Woodward Avenue) at 12 Mile Road in the cities of Berkley and Royal Oak, Oakland County. This project includes a 5 year materials and workmanship pavement warranty.


Misc = 19.948 % J = 39.101 % Ea = 4.762 % K = 1.619 % Ka = 0.210 %

N93A = 0.399 % Cb = 0.047 % B = 0.684 % Ba = 0.107 % N6 = 0.476 %

N3 = 1.882 % I = 1.869 % L = 28.890 % L = 28.890 %





0010 Mobilization, Max. ____ [$38000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 3.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 2.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 2.000 Hr Misc 0060 Dr Structure, Abandon 2030010 2.000 Ea Misc 0080 Masonry and Conc Structure, Rem 2040010 10.000 Cyd Misc 0090 Pavt, Rem 2040011 2,144.000 Syd Misc 0100 Sidewalk, Rem 2040013 144.000 Syd Misc 0110 _ [Trenching, Exploratory] 2047021 100.000 Cyd Misc 0490 Barricade, Type III, High Intensity, Lighted, Furn 8120005 20.000 Ea Misc 0500 Barricade, Type III, High Intensity, Lighted, Oper 8120006 20.000 Ea Misc 0510 Flag Control 8120030 1.000 LS Misc 0520 Lighted Arrow, Type C, Furn 8120042 10.000 Ea Misc 0530 Lighted Arrow, Type C, Oper 8120043 9.000 Ea Misc 0540 Minor Traf Devices 8120050 1.000 LS Misc 0550 Plastic Drum, High Intensity, Furn 8120100 500.000 Ea Misc 0560 Plastic Drum, High Intensity, Oper 8120101 450.000 Ea Misc 0570 Sign Cover 8120105 5.000 Ea Misc 0580 Sign, Type B, Temp, Prismatic, Furn 8120135 1,800.000 Sft Misc 0590 Sign, Type B, Temp, Prismatic, Oper 8120136 1,600.000 Sft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 38111-105893 | 105893A | BHN 1038(021) | RR7349 | BHN 38111 | Bridge Reconstruction || | 109717A | BHN 1038(022) | RR7350 | BHN 38111 | Preventive Maintenance |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 105893A | S03 - Page Avenue over US-127 NB & SB | US-127 || | | || 109717A | B03-1 & 2 - US-127 NB/SB over S. Branch Grand River | US-127 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Deck replacement, widening, partial painting, substructure repair, steel repair, signal work, approach work, and maintaining traffic on US-127 northbound and southbound under Page Avenue and over Grand River, Jackson County. This project includes a 2 year bridge painting warranty.


Misc = 11.675 % Ea = 6.917 % K = 2.369 % N94B = 0.039 % Cb = 0.186 %

B = 9.467 % Ba = 0.146 % J = 1.167 % N96L = 1.911 % N6 = 0.627 %

N3 = 0.190 % I = 0.139 % N/A = 0.025 % L = 2.779 % Fa = 35.765 %

N95D = 4.217 % Fb = 6.374 % N91B = 73.584 % N91A = 1.328 % N91C = 0.448 %

N4 = 10.262 % N96M = 1.725 %





0010 Mobilization, Max. ____ [$248000.00] 1000001 1.000 LS Misc 0020 Tree, Rem, 6 inch to 18 inch 2020004 2.000 Ea Misc 0030 Culv, Rem, Less than 24 inch 2030001 1.000 Ea Misc 0040 Culv End, Rem, 24 inch to 48 inch 2030006 3.000 Ea Misc 0050 Dr Structure, Rem 2030011 11.000 Ea Misc 0060 Sewer, Rem, Less than 24 inch 2030015 489.000 Ft Misc 0070 Guardrail, Rem 2040008 1,858.000 Ft Misc 0080 Masonry and Conc Structure, Rem 2040010 14.000 Cyd Misc 0090 Pavt, Rem 2040011 5,805.000 Syd Misc 1030 Barricade, Type III, High Intensity, Furn 8120001 2.000 Ea Misc 1040 Barricade, Type III, High Intensity, Oper 8120002 2.000 Ea Misc 1050 Barricade, Type III, High Intensity, Lighted, Furn 8120005 8.000 Ea Misc 1060 Barricade, Type III, High Intensity, Lighted, Oper 8120006 8.000 Ea Misc 1070 Conc Barrier, Temp, Adjusted 8120015 2,790.000 Ft Misc 1080 Conc Barrier, Temp, Furn 8120016 1,560.000 Ft Misc 1090 Conc Barrier, Temp, Oper 8120017 1,560.000 Ft Misc 1100 High Intensity Light, Type B, Furn 8120035 12.000 Ea Misc 1110 High Intensity Light, Type B, Oper 8120036 12.000 Ea Misc 1120 Lighted Arrow, Type C, Furn 8120042 10.000 Ea Misc 1130 Lighted Arrow, Type C, Oper 8120043 10.000 Ea Misc 1140 Minor Traf Devices 8120050 1.000 LS Misc 1150 Pavt Mrkg, Longit, 6 inch or Less Width, Rem 8120077 5,000.000 Ft Misc 1160 Pavt Mrkg, Type NR, Paint, 4 inch, White, Temp 8120080 2,300.000 Ft Misc 1170 Pavt Mrkg, Type NR, Paint, 4 inch, Yellow, Temp 8120081 3,600.000 Ft Misc 1180 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 10,430.000 Ft Misc 1190 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 7,300.000 Ft Misc 1200 Plastic Drum, High Intensity, Furn 8120100 320.000 Ea Misc 1210 Plastic Drum, High Intensity, Oper 8120101 320.000 Ea Misc 1220 Sign Cover 8120105 10.000 Ea Misc 1230 Sign Cover, Type I 8120106 2.000 Ea Misc 1240 Sign, Portable, Changeable Message, Furn 8120110 6.000 Ea Misc 1250 Sign, Portable, Changeable Message, Oper 8120111 6.000 Ea Misc 1260 Sign, Type A, Temp, Prismatic, Furn 8120130 1,210.000 Sft Misc 1270 Sign, Type A, Temp, Prismatic, Oper 8120131 1,100.000 Sft Misc 1280 Sign, Type B, Temp, Prismatic, Furn 8120135 2,000.000 Sft Misc 1290 Sign, Type B, Temp, Prismatic, Oper 8120136 2,000.000 Sft Misc 1300 Mobile Attenuator 8120143 2.000 Ea Misc 1310 _ [Sign, Type B, Temp, Prismatic, Special, Furn] 8127010 90.000 Sft Misc 1320 _ [Sign, Type B, Temp, Prismatic, Special, Oper] 8127010 90.000 Sft Misc 1330 _ [Channelizing Device, 42 inch, Furn] 8127050 230.000 Ea Misc 1340 _ [Channelizing Device, 42 inch, Oper] 8127050 230.000 Ea Misc 1350 _ [Driveway Maintenance, Commercial] 8127050 1.000 Ea Misc 1360 _ [Temp Attenuator, Adj and Relocated] 8127050 6.000 Ea Misc 1370 _ [Temp Attenuator, Furn] 8127050 2.000 Ea Misc 1380 _ [Temp Attenuator, Oper] 8127050 2.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 21031-106947 | 106947A | STP 1021(019) | HH6712 | ST 21031 | Road Rehabilitation |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 106947A | M-35 from 25th Avenue to US-2/US-41 | M-35 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 1.86 mi of hot mix asphalt cold milling and resurfacing, widening for center left turn lane, and curb, gutter, and watermain replacement on M-35 from south of 23rd Avenue northerly to Ludington Street in the city of Escanaba, Delta County.


Misc = 8.945 % N2 = 0.037 % J = 19.282 % Ea = 9.459 % K = 17.287 %

Ka = 0.298 % N93A = 2.912 % Cb = 38.784 % N93D = 0.079 % B = 0.677 %

Ba = 0.085 % Fa = 0.437 % N6 = 0.109 % N6 = 0.109 % N3 = 0.386 %

I = 1.217 %





0010 Mobilization, Max. ____ [$228000.00] 1000001 1.000 LS Misc 0030 Tree, Rem, 19 inch to 36 inch 2020002 4.000 Ea Misc 0040 Tree, Rem, 6 inch to 18 inch 2020004 2.000 Ea Misc 0050 Dr Structure, Abandon 2030010 2.000 Ea Misc 0060 Dr Structure, Rem 2030011 16.000 Ea Misc 0070 Sewer, Rem, Less than 24 inch 2030015 19.000 Ft Misc 0100 Masonry and Conc Structure, Rem 2040010 5.000 Cyd Misc 0110 Pavt, Rem 2040011 2,721.000 Syd Misc 0120 Sidewalk, Rem 2040013 1,503.000 Syd Misc 0600 Post, Mailbox 8070095 10.000 Ea Misc 0760 Barricade, Type III, High Intensity, Furn 8120001 6.000 Ea Misc 0770 Barricade, Type III, High Intensity, Oper 8120002 6.000 Ea Misc 0780 Flag Control 8120030 1.000 LS Misc 0790 Lighted Arrow, Type C, Furn 8120042 5.000 Ea Misc 0800 Lighted Arrow, Type C, Oper 8120043 5.000 Ea Misc 0810 Minor Traf Devices 8120050 1.000 LS Misc 0820 Pavt Mrkg, Longit, 6 inch or Less Width, Rem 8120077 1,600.000 Ft Misc 0830 Pavt Mrkg, Type NR, Paint, 4 inch, Yellow, Temp 8120081 5,850.000 Ft Misc 0840 Pavt Mrkg, Type NR, Tape, 4 inch, White, Temp 8120085 3,170.000 Ft Misc 0850 Pavt Mrkg, Type NR, Tape, 4 inch, Yellow, Temp 8120086 8,550.000 Ft Misc 0860 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 9,350.000 Ft Misc 0870 Sign Cover 8120105 10.000 Ea Misc 0880 Sign, Type B, Temp, Prismatic, Furn 8120135 2,540.000 Sft Misc 0890 Sign, Type B, Temp, Prismatic, Oper 8120136 2,540.000 Sft Misc 0900 Ltg for Night Work 8120153 1.000 LS Misc 0910 _ [Channelizing Device, 42 Inch, Furn] 8127050 490.000 Ea Misc 0920 _ [Channelizing Device, 42 Inch, Oper] 8127050 490.000 Ea Misc 0940 Monument Box-Special 8210002 5.000 Ea Misc 0950 Monument Preservation-Special 8210011 6.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 82191-104333 | 104333A | IM 1082(143) | KK2497 | IM 82191 | Roadside Reconstruction |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 104333A | I-75 at Allen Road and Northline Road | I-75 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.88 mi of roadway realignment and reconstruction on the I-75 entrance and exit ramps at Allen Road and Northline Road in the cities of Taylor and Southgate, Wayne County. This project includes a 5 year materials and workmanship pavement warranty.


Misc = 25.138 % N2 = 0.094 % J = 1.969 % Ea = 19.172 % K = 1.708 %

N94B = 0.099 % N93A = 0.019 % Cb = 0.105 % N93D = 0.324 % B = 30.240 %

Ba = 0.501 % Fa = 1.679 % N96L = 0.545 % N96L = 0.545 % N96M = 0.876 %

N6 = 1.210 % N3 = 0.642 % I = 82.856 % L = 15.651 %





0010 Mobilization, Max. ____ [$222000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 25.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 10.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 15.000 Hr Misc 0070 Tree, Rem, 6 inch to 18 inch 2020004 1.000 Ea Misc 0080 Dr Structure, Rem 2030011 3.000 Ea Misc 0090 Sewer, Rem, Less than 24 inch 2030015 121.000 Ft Misc 0110 Guardrail, Rem 2040008 192.000 Ft Misc 0120 Fence, Rem 2040009 1,750.000 Ft Misc 0130 Masonry and Conc Structure, Rem 2040010 5.000 Cyd Misc 0140 Pavt, Rem 2040011 15,802.000 Syd Misc 0150 Conc Barrier, Rem 2040012 536.000 Ft Misc 0160 Sidewalk, Rem 2040013 222.000 Syd Misc 0170 _ [Exploratory Trenching] 2047001 800.000 Ft Misc 0180 _ [Pavt, Rem, Special] 2047011 3,877.000 Syd Misc 0310 Project Cleanup 2090001 1.000 LS Misc 0830 Reflective Marker, Permanent Barrier 7110003 17.000 Ea Misc 1490 Barricade, Type III, High Intensity, Lighted, Furn 8120005 24.000 Ea Misc 1500 Barricade, Type III, High Intensity, Lighted, Oper 8120006 24.000 Ea Misc 1510 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 8120007 8.000 Ea Misc 1520 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 8120008 8.000 Ea Misc 1530 Conc Barrier Reflector Replacement 8120010 50.000 Ea Misc 1540 Conc Barrier, Temp, Furn 8120016 1,500.000 Ft Misc 1550 Conc Barrier, Temp, Oper 8120017 1,500.000 Ft Misc 1560 Conc Barrier, Temp, Relocated 8120018 1,100.000 Ft Misc 1570 High Intensity Light, Type B, Furn 8120035 2.000 Ea Misc 1580 High Intensity Light, Type B, Oper 8120036 2.000 Ea Misc 1590 Lighted Arrow, Type C, Furn 8120042 4.000 Ea Misc 1600 Lighted Arrow, Type C, Oper 8120043 4.000 Ea Misc 1610 Minor Traf Devices 8120050 1.000 LS Misc 1620 Pavt Mrkg, Longit, 6 inch or Less Width, Rem 8120077 550.000 Ft Misc 1630 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 7,000.000 Ft Misc 1640 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 250.000 Ft Misc 1650 Plastic Drum, High Intensity, Furn 8120100 250.000 Ea Misc 1660 Plastic Drum, High Intensity, Oper 8120101 250.000 Ea Misc 1670 Sign Cover 8120105 30.000 Ea Misc 1680 Sign Cover, Type I 8120106 9.000 Ea Misc 1690 Sign, Portable, Changeable Message, Furn 8120110 6.000 Ea Misc 1700 Sign, Portable, Changeable Message, Oper 8120111 6.000 Ea Misc 1710 Sign, Type A, Temp, Prismatic, Furn 8120130 280.000 Sft Misc 1720 Sign, Type A, Temp, Prismatic, Oper 8120131 280.000 Sft Misc 1730 Sign, Type B, Temp, Prismatic, Furn 8120135 2,000.000 Sft Misc 1740 Sign, Type B, Temp, Prismatic, Oper 8120136 2,000.000 Sft Misc 1750 Mobile Attenuator 8120143 2.000 Ea Misc 1760 _ [Sign, Type B, Temp, Prismatic, Special, Furn] 8127010 850.000 Sft Misc 1770 _ [Sign, Type B, Temp, Prismatic, Special, Oper] 8127010 850.000 Sft Misc 1780 _ [Channelizing Device, 42 Inch, Furn] 8127050 50.000 Ea Misc




1790 _ [Channelizing Device, 42 Inch, Oper] 8127050 50.000 Ea Misc 1800 _ [Temp Attenuator, Adj and Relocated] 8127050 2.000 Ea Misc 1810 _ [Temp Attenuator, Furn] 8127050 2.000 Ea Misc 1820 _ [Temp Attenuator, Oper] 8127050 2.000 Ea Misc 1870 _ [Turf Establishment, Performance] 8167011 30,615.000 Syd Misc 2380 Monument Box-Special 8210002 4.000 Ea Misc 2390 Monument Preservation-Special 8210011 4.000 Ea Misc 2400 Protect Corners 8210020 4.000 Ea Misc 2410 Shoulder Corrugations, Ground or Cut, Conc 8220000 610.000 Ft Misc 2450 _ [Chemical Pipe Joint Grouting, 54 inch] 8507050 1.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 63022-87947 | 106548A | NH 1063(069) | HH6699 | NH 63022 | Preventive Maintenance || | 107491A | NHG 1063(072) | JJ4249 | NHG 63022 | Safety Operations || | 87947A | STP 1063(070) | KK2500 | STH 63022 | Safety Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 106548A | M-5 (Grand River Avenue) from 8 Mile Road to Purdue Avenu | M-5 || | | || 107491A | M-5 (Grand River Avenue) from 8 Mile Road to Purdue Avenu | M-5 || | | || 87947A | M-5 (Grand River Avenue) from 8 Mile Road to Purdue Avenu | M-5 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 2.24 mi of concrete and hot mix asphalt widening, hot mix asphalt cold milling and resurfacing, pavement repairs, signal upgrades, signs, drainage, and ADA ramps on M-5 (Grand River Avenue) from 8 Mile Road to Purdue Avenue in the city of Farmington Hills, Oakland County. This project includes a 3 year materials and workmanship pavement warranty.

A 2010 highway preventive maintenance project.


Misc = 10.153 % J = 15.113 % Ea = 12.188 % Fa = 0.119 % K = 4.370 %

N94B = 0.432 % Ka = 0.121 % N93A = 3.853 % N93G = 0.350 % Cb = 23.165 %

B = 14.128 % Ba = 0.854 % N96M = 0.025 % N6 = 1.415 % N3 = 0.572 %

H = 0.403 % I = 1.784 % L = 112 %





0010 Mobilization, Max. ____ [$180000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 19.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 7.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 11.000 Hr Misc 0060 _ [ADA Sidewalk Ramp Layout] 1047051 1.000 LS Misc 0070 Tree, Rem, 6 inch to 18 inch 2020004 8.000 Ea Misc 0080 Dr Structure, Rem 2030011 25.000 Ea Misc 0100 Pavt, Rem 2040011 190.000 Syd Misc 0110 Sidewalk, Rem 2040013 607.000 Syd Misc 0120 _ [Trenching, Exploratory] 2047021 150.000 Cyd Misc 0770 Barricade, Type III, High Intensity, Lighted, Furn 8120005 10.000 Ea Misc 0780 Barricade, Type III, High Intensity, Lighted, Oper 8120006 10.000 Ea Misc 0790 Flag Control 8120030 1.000 LS Misc 0800 Lighted Arrow, Type C, Furn 8120042 10.000 Ea Misc 0810 Lighted Arrow, Type C, Oper 8120043 10.000 Ea Misc 0820 Minor Traf Devices 8120050 1.000 LS Misc 0830 Pavt Mrkg, Type NR, Paint, 4 inch, White, Temp 8120080 5,000.000 Ft Misc 0840 Pavt Mrkg, Type NR, Tape, 4 inch, White, Temp 8120085 5,000.000 Ft Misc 0850 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 5,000.000 Ft Misc 0860 Plastic Drum, High Intensity, Furn 8120100 600.000 Ea Misc 0870 Plastic Drum, High Intensity, Oper 8120101 450.000 Ea Misc 0880 Sign Cover 8120105 20.000 Ea Misc 0890 Sign Cover, Type I 8120106 1.000 Ea Misc 0900 Sign, Type B, Temp, Prismatic, Furn 8120135 3,300.000 Sft Misc 0910 Sign, Type B, Temp, Prismatic, Oper 8120136 3,000.000 Sft Misc 1510 Monument Preservation-Special 8210011 2.000 Ea Misc 1520 _ [Monument Box Adjust - Special] 8217050 2.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 31013-103276 | 103276A | STP 1031(022) | HH6703 | ST 31013 | Resurfacing |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 103276A | M-26 from 6th Street to north of 1st Street | M-26 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 1.18 mi of hot mix asphalt roadway widening for center left turn lane, enclosed drainage, joint repairs, and hot mix asphalt resurfacing on M-26 northbound from south of 6th Street to north of 1st Street, Houghton County.


Misc = 8.288 % N2 = 0.134 % Ka = 0.044 % J = 5.643 % Ea = 21.546 %

Fa = 0.723 % K = 20.787 % N94B = 0.584 % N93A = 1.285 % Cb = 34.301 %

N93G = 0.577 % N93D = 0.111 % B = 1.243 % Ba = 0.178 % B = 1.243 %

Fb = 0.174 % N91A = 0.034 % N96L = 126 % N6 = 0.727 % N3 = 1.453 %

I = 0.525 %





0010 Mobilization, Max. ____ [$164000.00] 1000001 1.000 LS Misc 0030 Tree, Rem, 6 inch to 18 inch 2020004 13.000 Ea Misc 0040 Culv, Rem, Less than 24 inch 2030001 41.000 Ea Misc 0050 Culv, Rem, 24 inch to 48 inch 2030002 9.000 Ea Misc 0060 Culv End, Rem, Less than 24 inch 2030005 2.000 Ea Misc 0070 Culv End, Rem, 24 inch to 48 inch 2030006 2.000 Ea Misc 0080 Dr Structure, Rem 2030011 4.000 Ea Misc 0090 Sewer, Rem, Less than 24 inch 2030015 399.000 Ft Misc 0120 Fence, Rem 2040009 200.000 Ft Misc 0130 Masonry and Conc Structure, Rem 2040010 4.000 Cyd Misc 0140 Pavt, Rem 2040011 306.000 Syd Misc 0920 Pavt, Cleaning 5020001 1.000 LS Misc 1260 Post, Mailbox 8070095 12.000 Ea Misc 1450 Barricade, Type III, High Intensity, Double Sided, Furn 8120003 8.000 Ea Misc 1460 Barricade, Type III, High Intensity, Double Sided, Oper 8120004 8.000 Ea Misc 1470 Flag Control 8120030 1.000 LS Misc 1480 Lighted Arrow, Type C, Furn 8120042 3.000 Ea Misc 1490 Lighted Arrow, Type C, Oper 8120043 3.000 Ea Misc 1500 Minor Traf Devices 8120050 1.000 LS Misc 1510 Pavt Mrkg, Type NR, Paint, 4 inch, Yellow, Temp 8120081 1,000.000 Ft Misc 1520 Pavt Mrkg, Type NR, Tape, 4 inch, Yellow, Temp 8120086 1,000.000 Ft Misc 1530 Plastic Drum, High Intensity, Furn 8120100 125.000 Ea Misc 1540 Plastic Drum, High Intensity, Oper 8120101 125.000 Ea Misc 1550 Sign Cover 8120105 2.000 Ea Misc 1560 Sign, Type B, Temp, Prismatic, Furn 8120135 850.000 Sft Misc 1570 Sign, Type B, Temp, Prismatic, Oper 8120136 850.000 Sft Misc 1590 _ [Riprap, Special] 8137031 20.000 Ton Misc 1690 Monument Box-Special 8210002 4.000 Ea Misc 1700 Monument Preservation-Special 8210011 4.000 Ea Misc 1710 Protect Corners 8210020 5.000 Ea Misc 1720 _ [Monument Box Adjust - Special] 8217050 1.000 Ea Misc 1730 Centerline Corrugations, Milled, HMA 8220006 2,173.000 Ft Misc 1740 Non-Freeway Shoulder Corrugations, Milled, HMA 8220011 4,908.000 Ft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 13073-106859 | 106859A | BHI 1013(036) | KK2491 | BHI 13073 | Bridge Reconstruction |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 106859A | J Drive South over I-69, Calhoun County | I-69 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Deck replacement, painting, pin and hanger replacement, substructure repairs, maintaining traffic, and approach work on J-Drive South over I-69 northbound and southbound, Calhoun County. This project includes a 2 year bridge painting warranty.


Misc = 15.444 % J = 0.892 % Ea = 3.033 % Cb = 0.949 % B = 2.633 %

Fa = 31.637 % N96L = 1.530 % N6 = 0.204 % N3 = 0.105 % I = 0.399 %

Fb = 10.035 % N91B = 6.863 % N91A = 14.195 % N91A = 14.195 % N4 = 12.076 %





0010 Mobilization, Max. ____ [$114000.00] 1000001 1.000 LS Misc 0020 Contractor Staking 1040001 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 11.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 4.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 7.000 Hr Misc 0060 Culv, Rem, Less than 24 inch 2030001 2.000 Ea Misc 0080 Guardrail, Rem 2040008 596.000 Ft Misc 0090 Masonry and Conc Structure, Rem 2040010 4.000 Cyd Misc 0100 Pavt, Rem 2040011 785.000 Syd Misc 0400 Barricade, Type III, High Intensity, Lighted, Furn 8120005 5.000 Ea Misc 0410 Barricade, Type III, High Intensity, Lighted, Oper 8120006 5.000 Ea Misc 0420 Conc Barrier, Temp, Furn 8120016 540.000 Ft Misc 0430 Conc Barrier, Temp, Oper 8120017 540.000 Ft Misc 0440 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0450 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0460 Minor Traf Devices 8120050 1.000 LS Misc 0470 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 10,860.000 Ft Misc 0480 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 8,160.000 Ft Misc 0490 Plastic Drum, High Intensity, Furn 8120100 155.000 Ea Misc 0500 Plastic Drum, High Intensity, Oper 8120101 140.000 Ea Misc 0510 Sign Cover 8120105 16.000 Ea Misc 0520 Sign, Portable, Changeable Message, Furn 8120110 4.000 Ea Misc 0530 Sign, Portable, Changeable Message, Oper 8120111 4.000 Ea Misc 0540 Sign, Type B, Temp, Prismatic, Furn 8120135 2,335.000 Sft Misc 0550 Sign, Type B, Temp, Prismatic, Oper 8120136 2,121.000 Sft Misc 0560 Mobile Attenuator 8120143 2.000 Ea Misc 0570 _ [Pavt Mrkg, Type R, 6 inch, Black, Temp] 8127001 6,200.000 Ft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 79062-103257 | 103257A | STP 1079(017) | KK2503 | STH 79062 | Safety Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 103257A | M-81 from Wal-Mart to Deckerville Road | M-81 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 1.14 mi of widening for addition of center left turn lane, hot mix asphalt resurfacing, and safety upgrades on M-81 from the Wal-Mart entrance northeasterly to Deckerville Road in the city of Caro, Tuscola County.


Misc = 18.239 % Ka = 0.255 % J = 2.285 % Ea = 24.678 % K = 1.817 %

N94B = 0.129 % N93A = 1.586 % N93F = 0.069 % N93G = 0.784 % Cb = 46.379 %

B = 0.100 % N6 = 0.125 % N3 = 1.604 % N3 = 1.604 % H = 0.651 %

I = 1.292 %





0010 Mobilization, Max. ____ [$68000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 4.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 1.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 2.000 Hr Misc 0060 Tree, Rem, 19 inch to 36 inch 2020002 17.000 Ea Misc 0070 Tree, Rem, 37 inch or larger 2020003 3.000 Ea Misc 0080 Tree, Rem, 6 inch to 18 inch 2020004 9.000 Ea Misc 0090 Stump, Rem, 19 inch to 36 inch 2020006 1.000 Ea Misc 0100 Culv, Rem, Less than 24 inch 2030001 7.000 Ea Misc 0110 Culv, Rem, 24 inch to 48 inch 2030002 1.000 Ea Misc 0120 Culv End, Rem, Less than 24 inch 2030005 9.000 Ea Misc 0130 Culv End, Rem, 24 inch to 48 inch 2030006 1.000 Ea Misc 0140 Sewer, Rem, Less than 24 inch 2030015 24.000 Ft Misc 0170 Masonry and Conc Structure, Rem 2040010 10.000 Cyd Misc 0180 Pavt, Rem 2040011 687.000 Syd Misc 0190 _ [Exploratory Trenching] 2047001 100.000 Ft Misc 0640 Pavt, Cleaning 5020001 1.000 LS Misc 0770 Post, Mailbox 8070095 46.000 Ea Misc 0920 Flag Control 8120030 1.000 LS Misc 0930 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0940 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0950 Minor Traf Devices 8120050 1.000 LS Misc 0960 Pavt Mrkg, Type NR, Tape, 4 inch, Yellow, Temp 8120086 100.000 Ft Misc 0970 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 1,500.000 Ft Misc 0980 Plastic Drum, High Intensity, Furn 8120100 150.000 Ea Misc 0990 Plastic Drum, High Intensity, Oper 8120101 150.000 Ea Misc 1000 Sign Cover 8120105 6.000 Ea Misc 1010 Sign, Type B, Temp, Prismatic, Furn 8120135 862.000 Sft Misc 1020 Sign, Type B, Temp, Prismatic, Oper 8120136 862.000 Sft Misc 1030 _ [Pavt Mrkg, Type R, 24 inch, White, Temp] 8127001 33.000 Ft Misc 1130 Monument Box 8210001 1.000 Ea Misc 1140 Monument Box, Adj 8210005 2.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 13082-105617 | 105617A | STP 1013(037) | KK2493 | HSIP 13082 | Road Rehabilitation |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 105617A | I-94 | I-94 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.50 mi of ramp realignment, super modification, and extension of acceleration lane on the M-311 ramp onto eastbound I-94, Calhoun County.


Misc = 15.158 % N2 = 1.084 % Ea = 31.687 % K = 4.821 % N94B = 0.330 %

N93A = 1.370 % Cb = 41.306 % N96M = 1.286 % N6 = 0.348 % N3 = 0.886 %

I = 1.719 %





0010 Mobilization, Max. ____ [$37000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 4.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 1.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 2.000 Hr Misc 0080 Dr Structure, Rem 2030011 1.000 Ea Misc 0090 Sewer, Rem, Less than 24 inch 2030015 75.000 Ft Misc 0100 Fence, Rem 2040009 705.000 Ft Misc 0110 Pavt, Rem 2040011 1,242.000 Syd Misc 0540 Barricade, Type III, High Intensity, Lighted, Furn 8120005 2.000 Ea Misc 0550 Barricade, Type III, High Intensity, Lighted, Oper 8120006 2.000 Ea Misc 0560 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0570 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0580 Minor Traf Devices 8120050 1.000 LS Misc 0590 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 200.000 Ft Misc 0600 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 200.000 Ft Misc 0610 Plastic Drum, High Intensity, Furn 8120100 150.000 Ea Misc 0620 Plastic Drum, High Intensity, Oper 8120101 150.000 Ea Misc 0630 Sign Cover 8120105 5.000 Ea Misc 0640 Sign Cover, Type I 8120106 1.000 Ea Misc 0650 Sign, Portable, Changeable Message, Furn 8120110 1.000 Ea Misc 0660 Sign, Portable, Changeable Message, Oper 8120111 1.000 Ea Misc 0670 Sign, Type A, Temp, Prismatic, Furn 8120130 64.000 Sft Misc 0680 Sign, Type A, Temp, Prismatic, Oper 8120131 64.000 Sft Misc 0690 Sign, Type B, Temp, Prismatic, Furn 8120135 820.000 Sft Misc 0700 Sign, Type B, Temp, Prismatic, Oper 8120136 820.000 Sft Misc 0710 Ltg for Night Work 8120153 1.000 LS Misc 0720 _ [Pavt Mrkg, Type R, Tape, 6 inch, Black, Temp] 8127001 200.000 Ft Misc 0800 Monument Box, Adj 8210005 1.000 Ea Misc 0810 Shoulder Corrugations, Ground or Cut, HMA 8220001 1,460.000 Ft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 81075-107866 | 107866A | NH 1081(032) | HH6690 | NH 81075 | Roadside Facilities |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 107866A | Northfield Church Rest Area | US-23 SB || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Rest area landscaping including installation of trees, shrubs, perennials, and groundcovers on US-23 southbound at the Northfield Church Rest Area, Washtenaw County.


Misc = 8.503 % N96M = 1.222 % H = 90.273 %





0010 Mobilization, Max. ____ [$8700.00] 1000001 1.000 LS Misc 0030 Barricade, Type III, High Intensity, Lighted, Furn 8120005 3.000 Ea Misc 0040 Barricade, Type III, High Intensity, Lighted, Oper 8120006 3.000 Ea Misc 0050 Minor Traf Devices 8120050 1.000 LS Misc 0060 Sign Cover 8120105 2.000 Ea Misc 0070 Sign, Type B, Temp, Prismatic, Furn 8120135 138.000 Sft Misc 0080 Sign, Type B, Temp, Prismatic, Oper 8120136 138.000 Sft Misc 0090 _ [Channelizing Device, 42 inch, Furn] 8127050 50.000 Ea Misc 0100 _ [Channelizing Device, 42 inch, Oper] 8127050 50.000 Ea Misc 0460 _ [Shredded Bark Mulch] 8507021 43.000 Cyd Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 17071-110454 | 110454A | N/A | N/A | M 17071 | Road Rehabilitation |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 110454A | M-129 from north of M-48 and south of Pickford | M-129 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.07 mi of truck safety turnout, earth excavation, subbase, aggregate base, hot mix asphalt, and restoration on M-129 northbound north of M-48, Chippewa County.


Misc = 17.117 % Ea = 37.021 % Cb = 35.878 % N3 = 1.518 % I = 8.464 %





0010 Mobilization, Max. ____ [$4000.00] 1000001 1.000 LS Misc 0020 Contractor Staking 1040001 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 1.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 1.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 1.000 Hr Misc 0140 Flag Control 8120030 1.000 LS Misc 0150 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0160 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0170 Minor Traf Devices 8120050 1.000 LS Misc 0180 Plastic Drum, High Intensity, Furn 8120100 20.000 Ea Misc 0190 Plastic Drum, High Intensity, Oper 8120101 20.000 Ea Misc 0200 Sign, Type B, Temp, Prismatic, Furn 8120135 456.000 Sft Misc 0210 Sign, Type B, Temp, Prismatic, Oper 8120136 456.000 Sft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 82457-110476 | 110476A | STP 1082(140) | HH6675 | STU 82457 | Resurfacing |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 110476A | Inkster Road from Ford Road to E.N. Hines Drive | || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 1.63 mi of hot mix asphalt pavement resurfacing including cold milling, hot mix asphalt paving, concrete sidewalk ramps, guardrail improvements, bridge deck work, and pavement markings on Inkster Road from Ford Road to E.N. Hines Drive in the city of Dearborn Heights, Wayne County.


Misc = 14.862 % J = 2.459 % Ea = 0.476 % K = 6.305 % Cb = 61.577 %

Ba = 1.701 % Fa = 0.377 % N91A = 0.552 % N91C = 3.759 % N96L = 0.954 %

N6 = 0.463 % N3 = 5.670 % I = 0.838 %





0010 Mobilization, Max. ____ [$132000.00] 1000001 1.000 LS Misc 0030 Guardrail, Rem 2040008 263.000 Ft Misc 0040 Pavt, Rem 2040011 75.000 Syd Misc 0050 Sidewalk, Rem 2040013 446.000 Syd Misc 0060 _ [Misc Pavt, Rem, Patching] 2047011 800.000 Syd Misc 0070 _ [Misc Obstruction, Rem] 2047021 5.000 Cyd Misc 0120 Project Cleanup 2090001 1.000 LS Misc 0590 Barricade, Type III, High Intensity, Lighted, Furn 8120005 30.000 Ea Misc 0600 Barricade, Type III, High Intensity, Lighted, Oper 8120006 25.000 Ea Misc 0610 Flag Control 8120030 1.000 LS Misc 0620 Lighted Arrow, Type C, Furn 8120042 3.000 Ea Misc 0630 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0640 Minor Traf Devices 8120050 1.000 LS Misc 0650 Pavt Mrkg, Type NR, Paint, 4 inch, White, Temp 8120080 4,750.000 Ft Misc 0660 Pavt Mrkg, Type NR, Paint, 4 inch, Yellow, Temp 8120081 16,500.000 Ft Misc 0670 Pavt Mrkg, Type NR, Tape, 4 inch, White, Temp 8120085 1,500.000 Ft Misc 0680 Pavt Mrkg, Type NR, Tape, 4 inch, Yellow, Temp 8120086 1,800.000 Ft Misc 0690 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 1,400.000 Ft Misc 0700 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 1,700.000 Ft Misc 0710 Plastic Drum, High Intensity, Furn 8120100 350.000 Ea Misc 0720 Plastic Drum, High Intensity, Oper 8120101 325.000 Ea Misc 0730 Sign, Type B, Temp, Prismatic, Furn 8120135 850.000 Sft Misc 0740 Sign, Type B, Temp, Prismatic, Oper 8120136 746.000 Sft Misc 0770 _ [Misc Sodding] 8167011 5,236.000 Syd Misc 0780 _ [Misc Turf Grading] 8167011 130.000 Syd Misc 0790 Monument Box, Adj 8210005 2.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 14400-110625 | 110625A | CM 1014(027) | RR7355 | CM 14400 | Miscellaneous |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 110625A | M-62 from the Cass County Courthouse Drive east to the | || | Library Drive | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.31 mi of concrete pathway, culverts, hot mix asphalt driveways, and restoration on M-62 from Don Horne Park Road westerly to the Library Drive, Cass County.


Misc = 17.437 % J = 31.975 % Ea = 27.915 % K = 15.898 % Cb = 4.294 %

N96M = 0.322 % N6 = 0.144 % I = 2.013 %





0010 Mobilization, Max. ____ [$9000.00] 1000001 1.000 LS Misc 0020 Contractor Staking 1040001 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 5.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 4.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 4.000 Hr Misc 0060 Tree, Rem, 19 inch to 36 inch 2020002 1.000 Ea Misc 0290 Flag Control 8120030 1.000 LS Misc 0300 Lighted Arrow, Type B, Furn 8120040 2.000 Ea Misc 0310 Lighted Arrow, Type B, Oper 8120041 2.000 Ea Misc 0320 Minor Traf Devices 8120050 1.000 LS Misc 0330 Plastic Drum, High Intensity, Furn 8120100 40.000 Ea Misc 0340 Plastic Drum, High Intensity, Oper 8120101 40.000 Ea Misc 0350 Sign, Type B, Temp, Prismatic, Furn 8120135 280.000 Sft Misc 0360 Sign, Type B, Temp, Prismatic, Oper 8120136 280.000 Sft Misc 0400 _ [Hydro Seeding] 8167011 4,000.000 Syd Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 13411-110889 | 110889A | ARRA 1013(034) | JJ4238 | ARUL 13411 | Resurfacing |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 110889A | Hamblin Road at Jackson Road | || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.06 mi of hot mix asphalt resurfacing, storm sewer, and concrete curb, gutter, sidewalks, and ADA ramps on Hamblin Road at Jackson Road in the city of Battle Creek, Calhoun County.

This project is funded with American Recovery and Reinvestment Act funds.


Misc = 25.555 % J = 27.216 % Ea = 2.741 % K = 4.904 % N93A = 2.910 %

Cb = 16.127 % B = 7.317 % N3 = 2.729 % N6 = 0.537 % I = 0.044 %

L = 9.915 %





0010 Mobilization, Max. ____ [$7900.00] 1000001 1.000 LS Misc 0020 Tree, Rem, 6 inch to 18 inch 2020004 8.000 Ea Misc 0030 Dr Structure, Rem 2030011 1.000 Ea Misc 0040 _ [Mill and Chip Around Structure or Gate/Monument Box] 2037050 3.000 Ea Misc 0060 Sidewalk, Rem 2040013 190.000 Syd Misc 0070 _ [Pavt, Rem, Modified] 2047011 120.000 Syd Misc 0090 Project Cleanup 2090001 1.000 LS Misc 0300 Flag Control 8120030 1.000 LS Misc 0310 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0320 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0330 Minor Traf Devices 8120050 1.000 LS Misc 0340 Part Width Intersection Construction 8120055 1.000 Ea Misc 0350 Plastic Drum, High Intensity, Furn 8120100 100.000 Ea Misc 0360 Plastic Drum, High Intensity, Oper 8120101 100.000 Ea Misc 0370 Sign, Type B, Temp, Furn 8120120 392.000 Sft Misc 0380 Sign, Type B, Temp, Oper 8120121 392.000 Sft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 63459-106942 | 106942A | STP 1063(065) | RR7347 | STE 63459 | Roadside Facilities |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 106942A | Flint Street/Broadway Street from M-24 north to Shadboldt | || | Street | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.80 mi of hot mix asphalt cold milling and resurfacing, streetlight installation, sidewalk brick pavers, landscaping, storm sewer, earthwork, pavement markings, and streetscape amenities on Broadway Street from M-24 northerly to Shadboldt Street and on Flint Street from M-24 easterly to Orion Road in the village of Lake Orion, Oakland County.


Misc = 23.381 % J = 27.537 % Ea = 7.647 % Fa = 0.197 % K = 7.312 %

N94B = 0.250 % N93A = 1.547 % Cb = 14.188 % B = 4.266 % N96M = 0.840 %

N3 = 0.695 % H = 4.798 % I = 0.238 % I = 0.238 % L = 7.100 %





0010 Mobilization, Max. ____ [$200000.00] 1000001 1.000 LS Misc 0020 _ [Color Audio-Video Route Survey] 1047051 1.000 LS Misc 0030 Tree, Rem, 19 inch to 36 inch 2020002 8.000 Ea Misc 0040 Tree, Rem, 6 inch to 18 inch 2020004 27.000 Ea Misc 0050 Dr Structure, Rem 2030011 35.000 Ea Misc 0060 Sewer, Rem, Less than 24 inch 2030015 828.000 Ft Misc 0080 Fence, Rem 2040009 275.000 Ft Misc 0090 Masonry and Conc Structure, Rem 2040010 4.000 Cyd Misc 0100 Pavt, Rem 2040011 4,660.000 Syd Misc 0110 Sidewalk, Rem 2040013 5,919.000 Syd Misc 0120 _ [Access Hatch, Rem] 2047050 1.000 Ea Misc 0130 _ [Miscellaneous Metals, Rem] 2047051 1.000 LS Misc 0600 Barricade, Type III, High Intensity, Lighted, Furn 8120005 14.000 Ea Misc 0610 Barricade, Type III, High Intensity, Lighted, Oper 8120006 14.000 Ea Misc 0620 Flag Control 8120030 1.000 LS Misc 0630 Lighted Arrow, Type B, Furn 8120040 3.000 Ea Misc 0640 Lighted Arrow, Type B, Oper 8120041 3.000 Ea Misc 0650 Minor Traf Devices 8120050 1.000 LS Misc 0660 Plastic Drum, High Intensity, Furn 8120100 170.000 Ea Misc 0670 Plastic Drum, High Intensity, Oper 8120101 170.000 Ea Misc 0680 Sign, Type B, Temp, Prismatic, Furn 8120135 1,302.000 Sft Misc 0690 Sign, Type B, Temp, Prismatic, Oper 8120136 1,302.000 Sft Misc 0990 _ [Hardwood Bark Mulch, Double Shredded] 8167021 18.000 Cyd Misc 1000 _ [Planting Mixture] 8167021 55.000 Cyd Misc 1090 _ [Ornamental Fence, 2-Foot] 8507001 600.000 Ft Misc 1100 _ [Stone Wall, Landscape, Nonreinforced] 8507010 2,000.000 Sft Misc 1110 _ [Rubber Surface Landing Area] 8507011 4.000 Syd Misc 1120 _ [Access Hatch] 8507050 1.000 Ea Misc 1130 _ [At-Grade Slide] 8507050 1.000 Ea Misc 1140 _ [Bench, 6 Foot] 8507050 10.000 Ea Misc 1150 _ ['Bike' Bicycle Rack] 8507050 4.000 Ea Misc 1160 _ [Large Decorative Urn] 8507050 4.000 Ea Misc 1170 _ [Masonry Pier] 8507050 6.000 Ea Misc 1180 _ [Small Decorative Urn] 8507050 8.000 Ea Misc 1190 _ [Trash Recpetacle] 8507050 8.000 Ea Misc 1200 _ [Tree Grate] 8507050 59.000 Ea Misc 1210 _ [Gateway Entrance] 8507050 1.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 61407-104257 | 104257A | STP 1061(341) | HH6633 | STUL 61407 | Resurfacing || | 110942A | STP 1061(342) | HH6635 | STUL 61407 | Resurfacing |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 104257A | Mill Iron Road from Heights-Ravenna Road to north of | || | Broadway Avenue | || 110942A | Fruitport Road from Brooks Road to Hanley Road | || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 1.79 mi of hot mix asphalt base crushing, shaping, and resurfacing, guardrail improvements, and pavement markings on Mill Iron Road from Heights-Ravenna Road to north of Broadway Avenue and on Fruitport Road from Brooks Road to Hanley Road, Muskegon County.


Misc = 9.266 % N2 = 0.412 % Ea = 8.792 % N92D = 5.792 % N93A = 0.984 %

Cb = 69.408 % J = 0.350 % N96L = 1.936 % N3 = 1.008 % I = 2.049 %





0010 Mobilization, Max. ____ [$25600.00] 1000001 1.000 LS Misc 0030 Culv, Rem, Less than 24 inch 2030001 1.000 Ea Misc 0040 Guardrail, Rem 2040008 320.000 Ft Misc 0050 Pavt, Rem 2040011 47.000 Syd Misc 0280 Post, Mailbox 8070095 35.000 Ea Misc 0320 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 8120007 8.000 Ea Misc 0330 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 8120008 8.000 Ea Misc 0340 Flag Control 8120030 1.000 LS Misc 0350 Minor Traf Devices 8120050 1.000 LS Misc 0360 Pavt Mrkg, Type NR, Paint, 4 inch, Yellow, Temp 8120081 600.000 Ft Misc 0370 Pavt Mrkg, Type NR, Tape, 4 inch, Yellow, Temp 8120086 600.000 Ft Misc 0380 Plastic Drum, High Intensity, Furn 8120100 50.000 Ea Misc 0390 Plastic Drum, High Intensity, Oper 8120101 50.000 Ea Misc 0400 Sign, Type B, Temp, Prismatic, Furn 8120135 725.000 Sft Misc 0410 Sign, Type B, Temp, Prismatic, Oper 8120136 725.000 Sft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 34609-107996 | 107996A | HRRR 1034(020) | KK2492 | HRRR 34609 | Safety Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 107996A | Haynor Road from 200 feet north of Rector Road to 400 fee | || | north of Rector Road | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.31 mi of horizontal and vertical realignment including grading, aggregate base, drainage, hot mix asphalt base crushing, shaping, and paving, signing, and pavement markings on Haynor Road from Rector Road northerly, Ionia County.


Misc = 17.835 % Fa = 0.155 % Ea = 28.245 % N92D = 6.115 % K = 18.873 %

N93A = 1.138 % Cb = 22.044 % N96M = 0.660 % N6 = 0.355 % N3 = 0.123 %

I = 4.452 %





0010 Mobilization, Max. ____ [$30000.00] 1000001 1.000 LS Misc 0020 _ [Clearing, Special] 2017002 6.000 Sta Misc 0030 Tree, Rem, 19 inch to 36 inch 2020002 6.000 Ea Misc 0040 Tree, Rem, 37 inch or larger 2020003 2.000 Ea Misc 0050 Tree, Rem, 6 inch to 18 inch 2020004 24.000 Ea Misc 0060 Culv, Rem, Less than 24 inch 2030001 10.000 Ea Misc 0070 Dr Structure, Rem 2030011 1.000 Ea Misc 0080 Sewer, Rem, Less than 24 inch 2030015 96.000 Ft Misc 0090 Guardrail, Rem 2040008 150.000 Ft Misc 0100 Pavt, Rem 2040011 25.000 Syd Misc 0440 Post, Mailbox 8070095 6.000 Ea Misc 0520 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 8120007 2.000 Ea Misc 0530 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 8120008 2.000 Ea Misc 0540 Dust Palliative, Applied 8120025 10.000 Ton Misc 0550 Minor Traf Devices 8120050 1.000 LS Misc 0560 Plastic Drum, High Intensity, Furn 8120100 25.000 Ea Misc 0570 Plastic Drum, High Intensity, Oper 8120101 25.000 Ea Misc 0580 Sign, Type B, Temp, Furn 8120120 125.000 Sft Misc 0590 Sign, Type B, Temp, Oper 8120121 125.000 Sft Misc 0620 Monument Preservation 8210010 1.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 77412-110901 | 110901A | STP 1077(249) | HH6696 | STUL 77412 | Road Rehabilitation |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 110901A | 17th Street from 16th Street to Water Street | || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.08 mi of concrete reconstruction, curb, gutter, sidewalk, and ADA ramps on 17th Street from 16th Street to Water Street in the city of Port Huron, St. Clair County.


Misc = 17.366 % Ea = 11.535 % K = 3.291 % Cb = 5.984 % B = 46.620 %

J = 12.683 % N96L = 0.279 % N6 = 0.311 % N3 = 0.472 % I = 1.456 %





0010 Mobilization, Max. ____ [$25100.00] 1000001 1.000 LS Misc 0020 Sidewalk, Rem 2040013 147.000 Syd Misc 0030 _ [Pavt, Rem, Modified] 2047011 1,896.000 Syd Misc 0310 Barricade, Type III, High Intensity, Lighted, Furn 8120005 8.000 Ea Misc 0320 Barricade, Type III, High Intensity, Lighted, Oper 8120006 8.000 Ea Misc 0330 Dust Palliative, Applied 8120025 10.000 Ton Misc 0340 Flag Control 8120030 1.000 LS Misc 0350 Minor Traf Devices 8120050 1.000 LS Misc 0360 Plastic Drum, High Intensity, Furn 8120100 50.000 Ea Misc 0370 Plastic Drum, High Intensity, Oper 8120101 50.000 Ea Misc 0380 Sign, Type B, Temp, Prismatic, Furn 8120135 875.000 Sft Misc 0390 Sign, Type B, Temp, Prismatic, Oper 8120136 875.000 Sft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 82022-100725 | 100725A | CM 0982(177) | RR7011 | CM 82022 | Traffic Operations || | 107951A | CM 1082(141) | RR7352 | CM 82023 | Traffic Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 100725A | I-94 from Rawsonville Road to Greenfield Road | I-94 || | | || 107951A | I-94 from Greenfield Road to Moross Road | I-94 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 36.56 mi of communications, CCTV, DMS work, and microwave detection upgrading of the Michigan Intelligent Transportation System on I-94 from the Washtenaw County line easterly to Moross Road in the cities of Taylor, Romulus, Allen Park, Dearborn and Detroit, Wayne County.


Misc = 13.036 % N2 = 0.114 % Ea = 0.620 % B = 0.034 % N96L = 0.285 %

N96M = 0.006 % I = 1.333 % L = 84.569 %





0010 Mobilization, Max. ____ [$544000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 58.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 24.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 36.000 Hr Misc 0070 Fence, Rem 2040009 15.000 Ft Misc 0200 Conc Barrier, Temp, Furn 8120016 600.000 Ft Misc 0210 Conc Barrier, Temp, Oper 8120017 600.000 Ft Misc 0220 Conc Barrier, Temp, Relocated 8120018 300.000 Ft Misc 0230 High Intensity Light, Type B, Furn 8120035 8.000 Ea Misc 0240 High Intensity Light, Type B, Oper 8120036 8.000 Ea Misc 0250 Lighted Arrow, Type C, Furn 8120042 4.000 Ea Misc 0260 Lighted Arrow, Type C, Oper 8120043 4.000 Ea Misc 0270 Minor Traf Devices 8120050 1.000 LS Misc 0280 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 5,900.000 Ft Misc 0290 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 5,900.000 Ft Misc 0300 Plastic Drum, High Intensity, Furn 8120100 1,200.000 Ea Misc 0310 Plastic Drum, High Intensity, Oper 8120101 1,200.000 Ea Misc 0320 Sign Cover 8120105 40.000 Ea Misc 0330 Sign, Type B, Temp, Prismatic, Furn 8120135 4,280.000 Sft Misc 0340 Sign, Type B, Temp, Prismatic, Oper 8120136 4,280.000 Sft Misc 0350 Mobile Attenuator 8120143 8.000 Ea Misc 0360 _ [Sign, Portable, Changeable Message , NTCIP-Compliant, Furn] 8127050 4.000 Ea Misc 0370 _ [Sign, Portable, Changeable Message , NTCIP-Compliant, Oper] 8127050 4.000 Ea Misc 0380 _ [Temp Attenuator, Furn] 8127050 2.000 Ea Misc 0390 _ [Temp Attenuator, Oper] 8127050 2.000 Ea Misc 0640 _ [Integration, Advanced Traf Management System Software] 8197051 1.000 LS Misc 1120 _ [Drilled Shaft and Conc Skirt] 8507050 24.000 Ea Misc 1130 _ [Drilled Shaft Foundation, 80 foot Pole] 8507050 1.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 84912-105596 | 105596A | STP 1084(109) | EE0427 | STE 84912 | Roadside Facilities |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 105596A | From Lincoln Street and Western Avenue south easterly | MDNR Railroad Grade || | to US-23 north of Alpena | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 71.00 mi of non-motorized path, aggregate surfacing, drainage improvements, alignment improvements, and sign upgrading along the MDNR Railroad Grade from Woodward Avenue westerly to north of Stemky Street in the cities of Cheboygan and Alpena and the villages of Onaway, Millersburg, and Posen, Alpena, Presque Isle, and Cheboygan Counties.


Misc = 6.301 % N2 = 0.160 % Ea = 71.329 % J = 0.064 % N96L = 1.983 %

N96M = 6.757 % N6 = 4.332 % I = 0.056 % H = 9.014 %





0010 Mobilization, Max. ____ [$254000.00] 1000001 1.000 LS Misc 0030 Culv, Rem, Less than 24 inch 2030001 1.000 Ea Misc 0040 Culv, Rem, 24 inch to 48 inch 2030002 3.000 Ea Misc 0050 _ [Gate, Rem] 2047050 47.000 Ea Misc 0440 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 8120007 4.000 Ea Misc 0450 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 8120008 4.000 Ea Misc 0460 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0470 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0480 Minor Traf Devices 8120050 1.000 LS Misc 0490 Plastic Drum, High Intensity, Furn 8120100 40.000 Ea Misc 0500 Plastic Drum, High Intensity, Oper 8120101 40.000 Ea Misc 0510 Sign, Type B, Temp, Furn 8120120 240.000 Sft Misc 0520 Sign, Type B, Temp, Oper 8120121 240.000 Sft Misc 0540 _ [High Performance Biaxial Geogrid] 8137011 200.000 Syd Misc 0590 _ [Mulch Blanket, Special] 8167011 35.000 Syd Misc 0600 _ [Slope Stabilization, Geocell] 8507010 500.000 Sft Misc 0610 _ [Timber Retaining Wall] 8507010 180.000 Sft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 13092-87145 | 87145A | STP 1013(038) | HH6700 | ST 13092 | Bridge Reconstruction |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 87145A | M-99 (Superior Road) over Kalamazoo River | M99 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Structure replacement, approach work, and maintaining traffic on M-99 (Superior Road) over the Kalamazoo River in the city of Albion, Calhoun County.


Misc = 7.996 % J = 0.421 % Ea = 2.692 % K = 1.119 % N93A = 0.097 %

Cb = 0.609 % B = 2.517 % Ba = 0.039 % N96L = 0.305 % N3 = 0.050 %

I = 0.022 % Fa = 76.908 % Fb = 4.088 % Fb = 4.088 % N91B = 2.834 %

N96M = 0.295 %





0010 Mobilization, Max. ____ [$245000.00] 1000001 1.000 LS Misc 0020 Contractor Staking 1040001 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 25.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 10.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 15.000 Hr Misc 0060 Culv, Rem, Less than 24 inch 2030001 2.000 Ea Misc 0070 Dr Structure, Rem 2030011 1.000 Ea Misc 0090 Pavt, Rem 2040011 545.000 Syd Misc 0100 Sidewalk, Rem 2040013 145.000 Syd Misc 0350 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 8120007 10.000 Ea Misc 0360 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 8120008 10.000 Ea Misc 0370 Minor Traf Devices 8120050 1.000 LS Misc 0380 Plastic Drum, High Intensity, Furn 8120100 50.000 Ea Misc 0390 Plastic Drum, High Intensity, Oper 8120101 50.000 Ea Misc 0400 Sign Cover 8120105 5.000 Ea Misc 0410 Sign, Portable, Changeable Message, Furn 8120110 2.000 Ea Misc 0420 Sign, Portable, Changeable Message, Oper 8120111 2.000 Ea Misc 0430 Sign, Type B, Temp, Prismatic, Furn 8120135 622.000 Sft Misc 0440 Sign, Type B, Temp, Prismatic, Oper 8120136 622.000 Sft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 12021-87161 | 87161A | STP 1012(018) | HH6701 | ST 12021 | Bridge Reconstruction |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 87161A | US-12 over Prairie Creek | US-12 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Bridge replacement and approach work on US-12 (West Chicago Road) over the Prairie River, Branch County.


Misc = 9.918 % Ea = 3.768 % N93A = 0.508 % Cb = 2.788 % B = 1.495 %

J = 0.204 % N96L = 1.782 % N6 = 0.009 % N3 = 0.127 % L = 1.009 %

I = 0.144 % Fa = 72.461 % N95D = 1.170 % Fb = 3.265 % N91B = 1.309 %

N91A = 0.036 %





0010 Mobilization, Max. ____ [$116000.00] 1000001 1.000 LS Misc 0020 Contractor Staking 1040001 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 12.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 5.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 7.000 Hr Misc 0060 Guardrail, Rem 2040008 550.000 Ft Misc 0070 Pavt, Rem 2040011 1,121.000 Syd Misc 0430 Conc Barrier, Temp, Furn 8120016 300.000 Ft Misc 0440 Conc Barrier, Temp, Oper 8120017 300.000 Ft Misc 0450 Conc Barrier, Temp, Relocated 8120018 600.000 Ft Misc 0460 Minor Traf Devices 8120050 1.000 LS Misc 0470 Pavt Mrkg, Type NR, Paint, 4 inch, White, Temp 8120080 50.000 Ft Misc 0480 Pavt Mrkg, Type NR, Paint, 4 inch, Yellow, Temp 8120081 50.000 Ft Misc 0490 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 48.000 Ft Misc 0500 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 2,000.000 Ft Misc 0510 Plastic Drum, High Intensity, Furn 8120100 20.000 Ea Misc 0520 Plastic Drum, High Intensity, Oper 8120101 20.000 Ea Misc 0530 Sign, Type B, Temp, Prismatic, Furn 8120135 356.000 Sft Misc 0540 Sign, Type B, Temp, Prismatic, Oper 8120136 356.000 Sft Misc 0550 TS System-Oper, Temp (Portable Power Source) 8120200 1.000 LS Misc 0580 _ [Temp, Attenuator, Adj and Relocated] 8127050 2.000 Ea Misc 0590 _ [Temp, Attenuator, Furn] 8127050 2.000 Ea Misc 0600 _ [Temp, Attenuator, Oper] 8127050 2.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 84915-103392 | 103392A | STPG 1084(110) | JJ4250 | STG 84915 | Traffic Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 103392A | Various routes in St Joseph County | County wide || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 124.03 mi of non-freeway signing upgrades on various trunkline routes countywide, St. Joseph County.


Misc = 9.631 % B = 0.120 % N6 = 89.983 % L = 0.264 %





0010 Mobilization, Max. ____ [$90000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 9.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 4.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 6.000 Hr Misc 0260 Flag Control 8120030 1.000 LS Misc 0270 Lighted Arrow, Type C, Furn 8120042 3.000 Ea Misc 0280 Lighted Arrow, Type C, Oper 8120043 3.000 Ea Misc 0290 Minor Traf Devices 8120050 1.000 LS Misc 0300 Sign Cover 8120105 10.000 Ea Misc 0310 Sign, Type B, Temp, Prismatic, Furn 8120135 1,400.000 Sft Misc 0320 Sign, Type B, Temp, Prismatic, Oper 8120136 1,400.000 Sft Misc 0330 Mobile Attenuator 8120143 1.000 Ea Misc 0340 _ [Channelizing Device, 42 Inch, Furn] 8127050 200.000 Ea Misc 0350 _ [Channelizing Device, 42 Inch, Oper] 8127050 200.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 14011-107082 | 107082A | STP 0914(040) | HH6116 | ST 14011 | Miscellaneous |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 107082A | Crystal Springs Road to Champlain Road to Peavine | M-51 Detour Route || | Road (detour route for M-51 closure) | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 3.18 mi of resurfacing and pavement markings on the M-51 detour route on Crystal Springs Street from Champlain Road easterly to M-51, on Champlain Road from Crystal Springs Street northerly to Peavine Street, and on Peavine Street from Champlain Road easterly to M-51, Cass County.


Misc = 11.476 % Ea = 2.167 % N93A = 2.264 % Cb = 81.061 % N3 = 3.030 %





0010 Mobilization, Max. ____ [$24000.00] 1000001 1.000 LS Misc 0030 Pavt, Cleaning 5020001 1.000 LS Misc 0120 Flag Control 8120030 1.000 LS Misc 0130 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0140 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0150 Minor Traf Devices 8120050 1.000 LS Misc 0160 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 3,000.000 Ft Misc 0170 Sign Cover 8120105 10.000 Ea Misc 0180 Sign, Type B, Temp, Prismatic, Furn 8120135 1,056.000 Sft Misc 0190 Sign, Type B, Temp, Prismatic, Oper 8120136 1,056.000 Sft Misc 0200 Monument Box-Special 8210002 2.000 Ea Misc 0210 _ [Monument Box Adjust-Special] 8217050 5.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 59032-110263 | 110263A | N/A | N/A | EDA 59032 | Miscellaneous |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 110263A | M-91 from Gibson Street north to Coffren Avenue | M-91 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.27 mi of curb, gutter, and sidewalk replacement on M-91 from Gibson Street northerly to north of Coffren Avenue in the city of Greenville, Montcalm County.


Misc = 29.190 % J = 51.491 % Ea = 5.542 % K = 7.168 % Cb = 4.420 %

B = 2.187 %





0010 Mobilization, Max. ____ [$10000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 2.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 1.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 1.000 Hr Misc 0070 Pavt, Rem 2040011 580.000 Syd Misc 0080 Sidewalk, Rem 2040013 635.000 Syd Misc 0120 Project Cleanup 2090001 1.000 LS Misc 0270 Lighted Arrow, Type C, Furn 8120042 1.000 Ea Misc 0280 Lighted Arrow, Type C, Oper 8120043 1.000 Ea Misc 0290 Minor Traf Devices 8120050 1.000 LS Misc 0300 Plastic Drum, High Intensity, Furn 8120100 75.000 Ea Misc 0310 Plastic Drum, High Intensity, Oper 8120101 75.000 Ea Misc 0320 Sign Cover 8120105 5.000 Ea Misc 0330 Sign, Type B, Temp, Prismatic, Furn 8120135 629.000 Sft Misc 0340 Sign, Type B, Temp, Prismatic, Oper 8120136 629.000 Sft Misc 0350 _ [Turf Establishment, Performance] 8167011 500.000 Syd Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 74012-110295 | 110295A | NH 1074(016) | HH6715 | NH 74012 | Preventive Maintenance |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 110295A | M-53 from Severence Road to the Huron County Line | M-53 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 9.07 mi of hot mix asphalt cold milling and resurfacing on M-53 from Severence Road northerly to the Huron County line, Sanilac and Huron Counties. This project includes a 3 year materials and workmanship pavement warranty.



Misc = 7.752 % J = 0.429 % Ea = 4.516 % N93A = 12.595 % Cb = 72.648 %

N3 = 1.953 % I = 0.104 %





0010 Mobilization, Max. ____ [$114000.00] 1000001 1.000 LS Misc 0030 Pavt, Rem 2040011 470.000 Syd Misc 0220 Flag Control 8120030 1.000 LS Misc 0230 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0240 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0250 Minor Traf Devices 8120050 1.000 LS Misc 0260 Pavt Mrkg, Type NR, Tape, 4 inch, Yellow, Temp 8120086 5,000.000 Ft Misc 0270 Plastic Drum, High Intensity, Furn 8120100 20.000 Ea Misc 0280 Plastic Drum, High Intensity, Oper 8120101 20.000 Ea Misc 0290 Sign Cover 8120105 6.000 Ea Misc 0300 Sign, Type B, Temp, Prismatic, Furn 8120135 974.000 Sft Misc 0310 Sign, Type B, Temp, Prismatic, Oper 8120136 974.000 Sft Misc 0330 Monument Box 8210001 1.000 Ea Misc 0340 Centerline Corrugations, Milled, HMA 8220006 47,900.000 Ft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 82122-105822 | 105822A | IMG 1082(148) | JJ4258 | IMG 82122 | Traffic Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 105822A | I-96 from US-24 to M-39 | I-96 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 3.68 mi of freeway sign upgrading on I-96 from US-24 to M-39 in the city of Detroit, Wayne County.


Misc = 20.098 % N6 = 79.212 % I = 0.688 %





0010 Mobilization, Max. ____ [$46000.00] 1000001 1.000 LS Misc 0020 Contractor Staking 1040001 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 5.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 2.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 3.000 Hr Misc 0060 _ [Railroad Inspection and Flagging - CSX] 8097060 4,000.000 Dlr Misc 0400 Barricade, Type III, High Intensity, Furn 8120001 4.000 Ea Misc 0410 Barricade, Type III, High Intensity, Oper 8120002 4.000 Ea Misc 0420 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0430 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0440 Minor Traf Devices 8120050 1.000 LS Misc 0450 Plastic Drum, High Intensity, Furn 8120100 300.000 Ea Misc 0460 Plastic Drum, High Intensity, Oper 8120101 300.000 Ea Misc 0470 Sign, Portable, Changeable Message, Furn 8120110 4.000 Ea Misc 0480 Sign, Portable, Changeable Message, Oper 8120111 4.000 Ea Misc 0490 Sign, Type B, Temp, Furn 8120120 4,300.000 Sft Misc 0500 Sign, Type B, Temp, Oper 8120121 4,300.000 Sft Misc 0510 Sign, Type A, Temp, Prismatic, Furn 8120130 84.000 Sft Misc 0520 Sign, Type A, Temp, Prismatic, Oper 8120131 84.000 Sft Misc 0530 Mobile Attenuator 8120143 4.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 18033-107039 | 107039A | NH 1018(018) | HH6713 | NH 18033 | Miscellaneous |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 107039A | US-127 south bound south of the US-127/US-10 | US-127 || | US-10 east bound east of the Bay City Road/US-10 intercha | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Installation of traffic surveillance equipment, 2 permanent dynamic message systems boards, and related hardware on US-127 southbound, south of the US-127/US-10 north interchange and north of the Clare Welcome Center, and on US-10 eastbound, east of the Bay City Road/US-10 interchange, Clare and Bay Counties.


Misc = 15.042 % N2 = 0.224 % Ea = 2.248 % N96L = 1.345 % N96M = 0.053 %

N6 = 0.033 % L = 81.051 %





0010 Mobilization, Max. ____ [$35200.00] 1000001 1.000 LS Misc 0150 Barricade, Type III, High Intensity, Lighted, Furn 8120005 2.000 Ea Misc 0160 Barricade, Type III, High Intensity, Lighted, Oper 8120006 2.000 Ea Misc 0170 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0180 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0190 Minor Traf Devices 8120050 1.000 LS Misc 0200 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 840.000 Ft Misc 0210 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 840.000 Ft Misc 0220 Plastic Drum, High Intensity, Furn 8120100 335.000 Ea Misc 0230 Plastic Drum, High Intensity, Oper 8120101 335.000 Ea Misc 0240 Sign Cover 8120105 10.000 Ea Misc 0250 Sign, Type B, Temp, Prismatic, Furn 8120135 1,532.000 Sft Misc 0260 Sign, Type B, Temp, Prismatic, Oper 8120136 1,532.000 Sft Misc 0270 _ [Sign, Portable, Changeable Message , NTCIP-Compliant, Furn] 8127050 1.000 Ea Misc 0280 _ [Sign, Portable, Changeable Message , NTCIP-Compliant, Oper] 8127050 1.000 Ea Misc 0290 _ [Turf Establishment, Performance] 8167011 1,375.000 Syd Misc 0380 _ [Integration, Advanced Traf Management System Software] 8197051 1.000 LS Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 03112-104178 | 104178A | BHN 1003(027) | RR7363 | BHN 03112 | Preventive Maintenance |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 104178A | M-222 over US-131 | M222 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Hot mix asphalt overlay with membrane and approaches, substructure repair, deck joint replacement, and maintaining traffic on M-222 over US-131 north of Plainwell, Allegan County.


Misc = 19.069 % N3 = 1.196 % L = 19.088 % Cb = 3.563 % Fa = 26.300 %

Fb = 1.712 % N91A = 16.503 % N91C = 12.566 %





0010 Mobilization, Max. ____ [$28000.00] 1000001 1.000 LS Misc 0060 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 8120007 4.000 Ea Misc 0070 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 8120008 4.000 Ea Misc 0080 Conc Barrier, Temp, Adjusted 8120015 350.000 Ft Misc 0090 Conc Barrier, Temp, Furn 8120016 350.000 Ft Misc 0100 Conc Barrier, Temp, Oper 8120017 350.000 Ft Misc 0110 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0120 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0130 Minor Traf Devices 8120050 1.000 LS Misc 0140 Pavt Mrkg, Longit, 6 inch or Less Width, Rem 8120077 400.000 Ft Misc 0150 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 960.000 Ft Misc 0160 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 800.000 Ft Misc 0170 Plastic Drum, High Intensity, Furn 8120100 100.000 Ea Misc 0180 Plastic Drum, High Intensity, Oper 8120101 100.000 Ea Misc 0190 Sign Cover 8120105 13.000 Ea Misc 0200 Sign, Portable, Changeable Message, Furn 8120110 2.000 Ea Misc 0210 Sign, Portable, Changeable Message, Oper 8120111 2.000 Ea Misc 0220 Sign, Type B, Temp, Prismatic, Furn 8120135 1,653.000 Sft Misc 0230 Sign, Type B, Temp, Prismatic, Oper 8120136 1,653.000 Sft Misc 0240 _ [Pavt Mrkg, Type R, 4 inch, Black, Temp] 8127001 1,000.000 Ft Misc 0250 _ [Temp Attenuator, Furn] 8127050 2.000 Ea Misc 0260 _ [Temp Attenuator, Oper] 8127050 2.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 05031-105853 | 105853A | STP 1005(015) | HH6714 | ST 05031 | Preventive Maintenance |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 105853A | M-88 from west villlage limit easterly to US-131 | M-88 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.53 mi of hot mix asphalt cold milling and resurfacing, pavement repairs, and sidewalk ramp improvements on M-88 from the west village limits of Mancelona easterly to US-131 in the village of Mancelona, Antrim County. This project includes a 3 year materials and workmanship pavement warranty.



Misc = 12.806 % J = 13.637 % Ea = 1.618 % K = 6.802 % N93A = 9.207 %

Cb = 53.220 % B = 0.584 % N3 = 1.676 % I = 0.445 %





0010 Mobilization, Max. ____ [$21400.00] 1000001 1.000 LS Misc 0030 Masonry and Conc Structure, Rem 2040010 2.000 Cyd Misc 0040 Pavt, Rem 2040011 115.000 Syd Misc 0050 Sidewalk, Rem 2040013 354.000 Syd Misc 0060 _ [Sidewalk, Wood, Temporary] 2047001 100.000 Ft Misc 0290 Flag Control 8120030 1.000 LS Misc 0300 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0310 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0320 Minor Traf Devices 8120050 1.000 LS Misc 0330 Pavt Mrkg, Type NR, Tape, 4 inch, White, Temp 8120085 40.000 Ft Misc 0340 Pavt Mrkg, Type NR, Tape, 4 inch, Yellow, Temp 8120086 600.000 Ft Misc 0350 Sign, Type B, Temp, Prismatic, Furn 8120135 1,000.000 Sft Misc 0360 Sign, Type B, Temp, Prismatic, Oper 8120136 1,000.000 Sft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 63112-59198 | 108629A | STP 1063(062) | HH6676 | ST 63112 | Safety Operations || | 59198A | CMG 1063(047) | JJ4190 | CMG 63112 | Safety Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 108629A | M-24 at Brown, Dutton, Silverbell and Scripps Roads | M-24 || | | || 59198A | At 12 locations on M-24 from Brown Road/Dutton Road to | M-24 || | North Axford Street | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 5.93 mi of signal and sidewalk ramp upgrading and push button installation at 12 locations on M-24 from Brown Road/Dutton Road to Axford Road in the city of Auburn Hills and the village of Lake Orion, Oakland County.


Misc = 10.076 % J = 9.343 % Ea = 1.513 % K = 0.274 % B = 1.095 %

Ba = 0.395 % N6 = 0.238 % N3 = 1.858 % I = 0.392 % L = 74.811 %





0010 Mobilization, Max. ____ [$98000.00] 1000001 1.000 LS Misc 0020 _ [ADA Sidewalk Ramp Layout] 1047051 1.000 LS Misc 0040 Pavt, Rem 2040011 132.000 Syd Misc 0050 Sidewalk, Rem 2040013 696.000 Syd Misc 0060 _ [Grinding Sidewalk] 2047011 70.000 Syd Misc 0460 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 8120007 20.000 Ea Misc 0470 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 8120008 20.000 Ea Misc 0480 Flag Control 8120030 1.000 LS Misc 0490 Lighted Arrow, Type C, Furn 8120042 4.000 Ea Misc 0500 Lighted Arrow, Type C, Oper 8120043 4.000 Ea Misc 0510 Minor Traf Devices 8120050 1.000 LS Misc 0520 Plastic Drum, High Intensity, Furn 8120100 220.000 Ea Misc 0530 Plastic Drum, High Intensity, Oper 8120101 200.000 Ea Misc 0540 Sign Cover 8120105 15.000 Ea Misc 0550 Sign, Type B, Temp, Prismatic, Furn 8120135 1,700.000 Sft Misc 0560 Sign, Type B, Temp, Prismatic, Oper 8120136 1,550.000 Sft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 78054-110569 | 110569A | STP 1078(020) | HH6726 | ST 78054 | Preventive Maintenance |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 110569A | M-66 from south junction with M-86 northerly to the | M-66 || | St Joseph River | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 6.16 mi of single-course microsurfacing and chip sealing on M-66 from south of M-86 northerly to the St. Joseph River, St. Joseph County. This project includes a 2 year pavement performance warranty.



Misc = 10.832 % Ea = 1.877 % N93I = 51.693 % Ca = 32.335 % N3 = 3.260 %





0010 Mobilization, Max. ____ [$62000.00] 1000001 1.000 LS Misc 0150 Flag Control 8120030 1.000 LS Misc 0160 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0170 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0180 Minor Traf Devices 8120050 1.000 LS Misc 0190 Pavt Mrkg, Type NR, Paint, 4 inch, White, Temp 8120080 72,375.000 Ft Misc 0200 Pavt Mrkg, Type NR, Paint, 4 inch, Yellow, Temp 8120081 3,070.000 Ft Misc 0210 Sign Cover 8120105 5.000 Ea Misc 0220 Sign, Type B, Temp, Prismatic, Furn 8120135 1,412.000 Sft Misc 0230 Sign, Type B, Temp, Prismatic, Oper 8120136 1,412.000 Sft Misc 0240 _ [Channelizing Device, 42 Inch, Furn] 8127050 300.000 Ea Misc 0250 _ [Channelizing Device, 42 Inch, Oper] 8127050 300.000 Ea Misc 0260 Monument Box, Adj 8210005 9.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 75022-103752 | 103752A | STP 1075(014) | KK2502 | STH 75022 | Safety Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 103752A | US-2 from west of M-77 easterly to east of M-77 | US-2 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.38 mi of intersection improvements, hot mix asphalt cold milling and resurfacing, widening for center left turn lane, and curb and gutter replacement on US-2 and M-77 from west of M-77 to east of M-77 and northerly on M-77, Schoolcraft County.


Misc = 15.366 % J = 3.391 % Ea = 35.804 % N93A = 5.233 % Cb = 34.568 %

N6 = 1.983 % N3 = 2.245 % I = 1.407 %





0010 Mobilization, Max. ____ [$42000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 6.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 2.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 4.000 Hr Misc 0060 Tree, Rem, 6 inch to 18 inch 2020004 3.000 Ea Misc 0070 Culv, Rem, Less than 24 inch 2030001 5.000 Ea Misc 0080 Culv End, Rem, 24 inch to 48 inch 2030006 2.000 Ea Misc 0090 Dr Structure, Rem 2030011 4.000 Ea Misc 0100 Sewer, Rem, Less than 24 inch 2030015 693.000 Ft Misc 0120 Pavt, Rem 2040011 3,220.000 Syd Misc 0410 Post, Mailbox 8070095 3.000 Ea Misc 0600 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 8120007 2.000 Ea Misc 0610 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 8120008 2.000 Ea Misc 0620 Flag Control 8120030 1.000 LS Misc 0630 Lighted Arrow, Type C, Furn 8120042 3.000 Ea Misc 0640 Lighted Arrow, Type C, Oper 8120043 3.000 Ea Misc 0650 Minor Traf Devices 8120050 1.000 LS Misc 0660 Pavt Mrkg, Type NR, Paint, 4 inch, Yellow, Temp 8120081 800.000 Ft Misc 0670 Pavt Mrkg, Type NR, Tape, 4 inch, Yellow, Temp 8120086 800.000 Ft Misc 0680 Plastic Drum, High Intensity, Furn 8120100 75.000 Ea Misc 0690 Plastic Drum, High Intensity, Oper 8120101 75.000 Ea Misc 0700 Sign Cover 8120105 5.000 Ea Misc 0710 Sign, Type B, Temp, Prismatic, Furn 8120135 900.000 Sft Misc 0720 Sign, Type B, Temp, Prismatic, Oper 8120136 900.000 Sft Misc 0810 Monument Box-Special 8210002 2.000 Ea Misc 0820 Monument Preservation-Special 8210011 2.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 84912-103606 | 103606A | STPG 1084(113) | JJ4254 | STG 84912 | Traffic Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 103606A | M-22, M-66, M-72, M-113, M-137, M-186, US-31 | Various || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Traffic signal upgrading and concrete curb, gutter, sidewalk, and ADA ramps at 8 locations on M-22, US-31, M-72, M-137, and US-131 in the village of Kalkaska, Benzie, Grand Traverse, and Kalkaska Counties.


Misc = 13.243 % J = 5.310 % Ea = 0.412 % K = 0.968 % Cb = 1.893 %

B = 0.287 % N96M = 0.372 % N6 = 1.203 % N3 = 0.920 % I = 0.473 %

L = 74.914 %





0010 Mobilization, Max. ____ [$40000.00] 1000001 1.000 LS Misc 0030 Masonry and Conc Structure, Rem 2040010 4.000 Cyd Misc 0040 Sidewalk, Rem 2040013 113.000 Syd Misc 0220 Barricade, Type III, High Intensity, Lighted, Furn 8120005 8.000 Ea Misc 0230 Barricade, Type III, High Intensity, Lighted, Oper 8120006 8.000 Ea Misc 0240 Flag Control 8120030 1.000 LS Misc 0250 Lighted Arrow, Type C, Furn 8120042 8.000 Ea Misc 0260 Lighted Arrow, Type C, Oper 8120043 8.000 Ea Misc 0270 Minor Traf Devices 8120050 1.000 LS Misc 0280 Plastic Drum, High Intensity, Furn 8120100 100.000 Ea Misc 0290 Plastic Drum, High Intensity, Oper 8120101 100.000 Ea Misc 0300 Sign Cover 8120105 24.000 Ea Misc 0310 Sign, Type B, Temp, Prismatic, Furn 8120135 900.000 Sft Misc 0320 Sign, Type B, Temp, Prismatic, Oper 8120136 900.000 Sft Misc 0330 Mobile Attenuator 8120143 2.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 82105-109043 | 109043A | NHG 1082(153) | JJ4260 | NHG 82105 | Traffic Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 109043A | M-8 from I-96 to Oakland Street | M-8 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 4.06 mi of freeway sign upgrading on M-8 from I-96 easterly to Oakland Street in the cities of Detroit and Highland Park, Wayne County.


Misc = 28.096 % N2 = 1.619 % N96L = 2.051 % N6 = 64.643 % I = 1.060 %

L = 2.530 %





0010 Mobilization, Max. ____ [$30000.00] 1000001 1.000 LS Misc 0020 Contractor Staking 1040001 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 5.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 2.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 3.000 Hr Misc 0370 Barricade, Type III, High Intensity, Furn 8120001 4.000 Ea Misc 0380 Barricade, Type III, High Intensity, Oper 8120002 4.000 Ea Misc 0390 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0400 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0410 Minor Traf Devices 8120050 1.000 LS Misc 0420 Plastic Drum, High Intensity, Furn 8120100 300.000 Ea Misc 0430 Plastic Drum, High Intensity, Oper 8120101 300.000 Ea Misc 0440 Sign, Portable, Changeable Message, Furn 8120110 4.000 Ea Misc 0450 Sign, Portable, Changeable Message, Oper 8120111 4.000 Ea Misc 0460 Sign, Type B, Temp, Furn 8120120 4,300.000 Sft Misc 0470 Sign, Type B, Temp, Oper 8120121 4,300.000 Sft Misc 0480 Sign, Type A, Temp, Prismatic, Furn 8120130 84.000 Sft Misc 0490 Sign, Type A, Temp, Prismatic, Oper 8120131 84.000 Sft Misc 0500 Mobile Attenuator 8120143 4.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 20052-106314 | 106314A | BHI 1020(008) | KK2511 | BHI 20052 | Preventive Maintenance |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 106314A | I-75 over Old US-27 | I-75 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Deck patching, epoxy overlay, joint replacement, rocker alignment, partial painting, substructure repair, and maintaining traffic on I-75 northbound and southbound over Old US-27, Crawford County.


Misc = 19.049 % B = 0.582 % N3 = 1.533 % Cb = 0.067 % Fa = 26.701 %

Fb = 1.977 % N91A = 25.499 % N91C = 4.292 % N4 = 20.296 %





0010 Mobilization, Max. ____ [$29000.00] 1000001 1.000 LS Misc 0090 Conc Barrier, Temp, Adjusted 8120015 1,000.000 Ft Misc 0100 Conc Barrier, Temp, Furn 8120016 1,000.000 Ft Misc 0110 Conc Barrier, Temp, Oper 8120017 1,000.000 Ft Misc 0120 High Intensity Light, Type B, Furn 8120035 2.000 Ea Misc 0130 High Intensity Light, Type B, Oper 8120036 2.000 Ea Misc 0140 Lighted Arrow, Type C, Furn 8120042 4.000 Ea Misc 0150 Lighted Arrow, Type C, Oper 8120043 4.000 Ea Misc 0160 Minor Traf Devices 8120050 1.000 LS Misc 0170 Plastic Drum, High Intensity, Furn 8120100 100.000 Ea Misc 0180 Plastic Drum, High Intensity, Oper 8120101 100.000 Ea Misc 0190 Sign Cover 8120105 1.000 Ea Misc 0200 Sign, Type B, Temp, Prismatic, Furn 8120135 1,224.000 Sft Misc 0210 Sign, Type B, Temp, Prismatic, Oper 8120136 1,224.000 Sft Misc 0220 _ [Temp Attenuator, Adj or Relocated] 8127050 2.000 Ea Misc 0230 _ [Temp Attenuator, Furn] 8127050 2.000 Ea Misc 0240 _ [Temp Attenuator,Oper] 8127050 2.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 28021-110017 | 110017A | STP 1028(016) | HH6725 | STUT 28021 | Preventive Maintenance |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 110017A | M-113 from Summit City Road to Knight Road | M-113 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 2.63 mi of hot mix asphalt cold milling, resurfacing, and pavement and shoulder repairs on M-113 from Summit City Road to Knight Road, Grand Traverse County. This project includes a 3 year materials and workmanship pavement warranty.



Misc = 11.895 % Ea = 0.587 % N93A = 13.039 % Cb = 72.613 % N3 = 1.864 %





0010 Mobilization, Max. ____ [$26200.00] 1000001 1.000 LS Misc 0090 Flag Control 8120030 1.000 LS Misc 0100 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0110 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0120 Minor Traf Devices 8120050 1.000 LS Misc 0130 Pavt Mrkg, Type NR, Tape, 4 inch, Yellow, Temp 8120086 1,700.000 Ft Misc 0140 Sign Cover 8120105 6.000 Ea Misc 0150 Sign, Type B, Temp, Prismatic, Furn 8120135 660.000 Sft Misc 0160 Sign, Type B, Temp, Prismatic, Oper 8120136 660.000 Sft Misc 0170 Centerline Corrugations, Milled, HMA 8220006 13,900.000 Ft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 06071-87510 | 87510A | STPG 1006(011) | JJ4257 | STG 06071 | Safety Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 87510A | US-23 & M-13 Connector | US-23 Connector || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 1.24 mi of guardrail, curb, and gutter upgrades on the US-23 Connector and M-13 at various locations, Arenac County.


Misc = 31.701 % J = 10.394 % Ea = 6.410 % Cb = 0.646 % B = 0.654 %

Fb = 0.373 % N91A = 0.494 % N91C = 4.178 % N96L = 45.146 %





0010 Mobilization, Max. ____ [$18000.00] 1000001 1.000 LS Misc 0030 Guardrail, Rem 2040008 697.000 Ft Misc 0040 Masonry and Conc Structure, Rem 2040010 9.000 Cyd Misc 0050 Pavt, Rem 2040011 250.000 Syd Misc 0280 Flag Control 8120030 1.000 LS Misc 0290 Lighted Arrow, Type C, Furn 8120042 4.000 Ea Misc 0300 Lighted Arrow, Type C, Oper 8120043 4.000 Ea Misc 0310 Minor Traf Devices 8120050 1.000 LS Misc 0320 Plastic Drum, High Intensity, Furn 8120100 170.000 Ea Misc 0330 Plastic Drum, High Intensity, Oper 8120101 170.000 Ea Misc 0340 Sign Cover 8120105 10.000 Ea Misc 0350 Sign, Portable, Changeable Message, Furn 8120110 3.000 Ea Misc 0360 Sign, Portable, Changeable Message, Oper 8120111 3.000 Ea Misc 0370 Sign, Type B, Temp, Prismatic, Furn 8120135 1,332.000 Sft Misc 0380 Sign, Type B, Temp, Prismatic, Oper 8120136 1,332.000 Sft Misc 0390 _ [Turf Establishment, Performance] 8167011 2,050.000 Syd Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 58091-109724 | 109724A | BHI 1058(047) | RR2518 | BHI 58091 | Bridge Rehabilitation |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 109724A | I-75 Connector over Conrail & GTW RR | I-75 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Substructure repair on the I-75 Connector over the Grand Trunk Western and Norfolk Southern Railroads, Monroe County.


Misc = 42.084 % Fa = 35.496 % Ea = 0.213 % Fb = 0.401 % N91A = 10.397 %

N91C = 8.048 % N91E = 3.358 %





0010 Mobilization, Max. ____ [$16000.00] 1000001 1.000 LS Misc 0020 Barricade, Type III, High Intensity, Furn 8120001 4.000 Ea Misc 0030 Barricade, Type III, High Intensity, Oper 8120002 4.000 Ea Misc 0040 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0050 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0060 Minor Traf Devices 8120050 1.000 LS Misc 0070 Plastic Drum, High Intensity, Furn 8120100 220.000 Ea Misc 0080 Plastic Drum, High Intensity, Oper 8120101 220.000 Ea Misc 0090 Sign Cover 8120105 10.000 Ea Misc 0100 Sign, Type B, Temp, Prismatic, Furn 8120135 1,772.000 Sft Misc 0110 Sign, Type B, Temp, Prismatic, Oper 8120136 1,772.000 Sft Misc 0120 _ [Sign, Portable, Changeable Message, NTCIP-Compliant, Furn] 8127050 2.000 Ea Misc 0130 _ [Sign, Portable, Changeable Message, NTCIP-Compliant, Oper] 8127050 2.000 Ea Misc 0290 _ [Railroad Inspection and Flagging- NS] 8127060 20,000.000 Dlr Misc 0300 _ [Rairoad Inspection and Flagging-CN/GTW] 8127060 20,000.000 Dlr Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 46082-110628 | 110628A | N/A | N/A | MRR 46082 | Safety Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 110628A | M-50 at G01 of Southern Michigan Railroad | M-50 || | Society railroad crossing near Evans Street | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.01 mi of railroad crossing rehabilitation on M-50 at the Southern Michigan Railroad Society near Evans Street in the city of Tecumseh, Lenawee County.


Misc = 86.352 % J = 3.540 % Ea = 0.549 % K = 0.999 % N93A = 0.496 %

Cb = 6.144 % B = 0.152 % N6 = 1.125 % N3 = 0.638 %





0010 Mobilization, Max. ____ [$10000.00] 1000001 1.000 LS Misc 0030 Pavt, Rem 2040011 6.000 Syd Misc 0040 Sidewalk, Rem 2040013 51.000 Syd Misc 0240 Barricade, Type III, High Intensity, Furn 8120001 17.000 Ea Misc 0250 Barricade, Type III, High Intensity, Oper 8120002 17.000 Ea Misc 0260 Lighted Arrow, Type C, Furn 8120042 1.000 Ea Misc 0270 Lighted Arrow, Type C, Oper 8120043 1.000 Ea Misc 0280 Minor Traf Devices 8120050 1.000 LS Misc 0290 Plastic Drum, High Intensity, Furn 8120100 11.000 Ea Misc 0300 Plastic Drum, High Intensity, Oper 8120101 11.000 Ea Misc 0310 Sign Cover 8120105 10.000 Ea Misc 0320 Sign, Portable, Changeable Message, Furn 8120110 2.000 Ea Misc 0330 Sign, Portable, Changeable Message, Oper 8120111 2.000 Ea Misc 0340 Sign, Type B, Temp, Prismatic, Furn 8120135 533.000 Sft Misc 0350 Sign, Type B, Temp, Prismatic, Oper 8120136 533.000 Sft Misc 0360 _ [Sign, Type B, Temp, Prismatic, Special, Furn] 8127010 160.000 Sft Misc 0370 _ [Sign, Type B, Temp, Prismatic, Special, Oper] 8127010 160.000 Sft Misc 0390 _ [Grade Crossing, Rebuild, RF] 8507001 102.000 Ft Misc 0400 _ [Rail Replacement, Crossing, 105#, IK] 8507001 211.000 Ft Misc 0410 _ [Track, Surface and Align] 8507001 227.000 Ft Misc 0420 _ [Ballast #4] 8507031 112.000 Ton Misc 0430 _ [Field Weld Kit] 8507050 4.000 Ea Misc 0440 _ [Rail Anchor, 105#] 8507050 134.000 Ea Misc 0450 _ [Tie Disposal] 8507050 126.000 Ea Misc 0460 _ [Tie Plate, DS] 8507050 114.000 Ea Misc 0470 _ [Tie, 7"] 8507050 53.000 Ea Misc 0480 _ [Tie, Install] 8507050 53.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 80024-107461 | 107461A | CMG 1080(022) | JJ4253 | CMG 80024 | Safety Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 107461A | County Road 652 at the ramp terminals north and south | I-94 || | of I-94 (exit 66) | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.30 mi of interchange reconstruction, construction of two roundabouts, curb and gutter, drainage, pavement markings, and signing at the I-94/Main Street interchange in the village of Mattawan, Van Buren County. This project includes a 5 year materials and workmanship pavement warranty.


Misc = 14.263 % J = 9.430 % Ea = 21.507 % Fa = 0.716 % K = 6.214 %

N94B = 0.100 % Ka = 0.035 % N93A = 0.177 % Cb = 8.954 % B = 26.670 %

N96L = 1.015 % N96M = 0.129 % N6 = 1.551 % N6 = 1.551 % N3 = 0.945 %

H = 0.645 % I = 1.451 % L = 83.713 %





0010 Mobilization, Max. ____ [$266000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 27.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 11.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 16.000 Hr Misc 0060 Tree, Rem, 19 inch to 36 inch 2020002 3.000 Ea Misc 0070 Tree, Rem, 6 inch to 18 inch 2020004 5.000 Ea Misc 0080 Culv, Rem, Less than 24 inch 2030001 4.000 Ea Misc 0090 Culv End, Rem, Less than 24 inch 2030005 1.000 Ea Misc 0100 Dr Structure, Rem 2030011 2.000 Ea Misc 0110 Sewer, Rem, Less than 24 inch 2030015 54.000 Ft Misc 0130 Guardrail, Rem 2040008 493.000 Ft Misc 0140 Fence, Rem 2040009 716.000 Ft Misc 0150 Masonry and Conc Structure, Rem 2040010 66.000 Cyd Misc 0160 Pavt, Rem 2040011 25,350.000 Syd Misc 0620 Pavt, Cleaning 5020001 1.000 LS Misc 1030 Post, Mailbox 8070095 5.000 Ea Misc 1390 Barricade, Type III, High Intensity, Lighted, Furn 8120005 25.000 Ea Misc 1400 Barricade, Type III, High Intensity, Lighted, Oper 8120006 25.000 Ea Misc 1410 Flag Control 8120030 1.000 LS Misc 1420 Lighted Arrow, Type C, Furn 8120042 4.000 Ea Misc 1430 Lighted Arrow, Type C, Oper 8120043 4.000 Ea Misc 1440 Minor Traf Devices 8120050 1.000 LS Misc 1450 Pavt Mrkg, Longit, 6 inch or Less Width, Rem 8120077 20,700.000 Ft Misc 1460 Pavt Mrkg, Type NR, Paint, 4 inch, White, Temp 8120080 10,000.000 Ft Misc 1470 Pavt Mrkg, Type NR, Paint, 4 inch, Yellow, Temp 8120081 10,000.000 Ft Misc 1480 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 500.000 Ft Misc 1490 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 500.000 Ft Misc 1500 Plastic Drum, High Intensity, Furn 8120100 400.000 Ea Misc 1510 Plastic Drum, High Intensity, Oper 8120101 400.000 Ea Misc 1520 Sign Cover 8120105 50.000 Ea Misc 1530 Sign, Portable, Changeable Message, Furn 8120110 6.000 Ea Misc 1540 Sign, Portable, Changeable Message, Oper 8120111 6.000 Ea Misc 1550 Sign, Type A, Temp, Prismatic, Furn 8120130 410.000 Sft Misc 1560 Sign, Type A, Temp, Prismatic, Oper 8120131 410.000 Sft Misc 1570 Sign, Type B, Temp, Prismatic, Furn 8120135 3,043.000 Sft Misc 1580 Sign, Type B, Temp, Prismatic, Oper 8120136 3,043.000 Sft Misc 1590 Ltg for Night Work 8120153 1.000 LS Misc 2180 Monument Box-Special 8210002 1.000 Ea Misc 2190 Monument Box, Adj 8210005 1.000 Ea Misc 2200 Monument Preservation-Special 8210011 1.000 Ea Misc 2210 Protect Corners 8210020 14.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 83022-111063 | 111063A | MG 1083(017) | HH6735 | MG 83022 | Preventive Maintenance |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 111063A | M-55 from east of Crosby Road easterly to | M-55 || | west of the Wexford Missaukee County Line | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 1.85 mi of hot mix asphalt cold milling and resurfacing on M-55 east of Crosby Road easterly to west of the Wexford/Missaukee County line, Wexford County. This project includes a 3 year materials and workmanship pavement warranty.



Misc = 16.419 % N93A = 12.346 % Cb = 69.508 % N3 = 1.725 %





0010 Mobilization, Max. ____ [$34000.00] 1000001 1.000 LS Misc 0130 Flag Control 8120030 1.000 LS Misc 0140 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0150 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0160 Minor Traf Devices 8120050 1.000 LS Misc 0170 Pavt Mrkg, Type NR, Paint, 4 inch, White, Temp 8120080 20,600.000 Ft Misc 0180 Pavt Mrkg, Type NR, Tape, 4 inch, Yellow, Temp 8120086 1,478.000 Ft Misc 0190 Sign Cover 8120105 5.000 Ea Misc 0200 Sign, Type B, Temp, Furn 8120120 672.000 Sft Misc 0210 Sign, Type B, Temp, Oper 8120121 672.000 Sft Misc 0220 Monument Box-Special 8210002 4.000 Ea Misc 0230 Monument Preservation-Special 8210011 4.000 Ea Misc 0240 Non-Freeway Shoulder Corrugations, Milled, HMA 8220011 12,540.000 Ft Misc 0250 Centerline Corrugations, Milled, HMA 8220006 6,270.000 Ft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 84913-109048 | 109048A | STP 1084(116) | HH6727 | ST 84913 | Preventive Maintenance |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 109048A | Various locations in Montcalm, Mecosta and Ionia Counties | M46, M66, M57, M20, || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 33.00 mi of hot mix asphalt crack treatment on M-46, M-66, M-57, M-20, M-44, and M-21 in the villages of Edmore, Sheridan, Stanton, and Muir, in the cities of Greenville, Belding, and Big Rapids, Ionia, Mecosta, and Montcalm Counties. This project includes a 2 year pavement performance warranty.



Misc = 17.125 % N93F = 75.353 % N3 = 7.521 %





0010 Mobilization, Max. ____ [$24000.00] 1000001 1.000 LS Misc 0060 _ [Traffic Control] 8127051 1.000 LS Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 38102-109683 | 109683A | IM 1038(024) | KK2527 | IM 38102 | Preventive Maintenance |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 109683A | I-94 Eastbound from Calhoun County Line to Michigan Avenu | I-94 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 4.84 mi of resawing and sealing transverse pavement joints, cross-stitching transverse cracks, and under-sealing with high density polyurethane on I-94 eastbound from the east Calhoun County line easterly to Michigan Avenue, Jackson County.



Misc = 80.841 % Ba = 19.159 %





0010 Mobilization, Max. ____ [$43000.00] 1000001 1.000 LS Misc 0030 _ [Traffic Control] 8127051 1.000 LS Misc 0040 _ [Roadway Stabilization with High Density Polyurethane] 8507030 42,750.000 Lb Misc 0050 _ [Cross-Stitching Transverse Cracks (Conc Pavt)] 8507050 600.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 41029-108908 | 108908A | IM 1041(095) | KK2524 | IM 41029 | Preventive Maintenance || | 108929A | STP 1041(097) | HH6731 | ST 41081 | Preventive Maintenance |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 108908A | I-196 from the Grand River to Lane Avenue | I-196 || | | || 108929A | M-45 from I-196 to Lake Michigan Drive | M-45 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 2.64 mi of concrete joint repairs, centerline repairs, and sidewalk ramp upgrades on I-196 from the Grand River easterly to Lane Avenue and on M-45 from I-196 easterly to Lake Michigan Drive in the city of Grand Rapids, Kent County.



Misc = 12.287 % J = 2.428 % Ea = 0.654 % Cb = 0.027 % B = 1.292 %

N93D = 37.700 % Ba = 43.896 % N3 = 1.668 % I = 0.019 % L = 0.024 %





0010 Mobilization, Max. ____ [$116000.00] 1000001 1.000 LS Misc 0020 Contractor Staking 1040001 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 3.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 4.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 2.000 Hr Misc 0070 Sidewalk, Rem 2040013 140.000 Syd Misc 0410 Barricade, Type III, High Intensity, Double Sided, Furn 8120003 4.000 Ea Misc 0420 Barricade, Type III, High Intensity, Double Sided, Oper 8120004 4.000 Ea Misc 0430 Flag Control 8120030 1.000 LS Misc 0440 Lighted Arrow, Type C, Furn 8120042 4.000 Ea Misc 0450 Lighted Arrow, Type C, Oper 8120043 4.000 Ea Misc 0460 Minor Traf Devices 8120050 1.000 LS Misc 0470 Pavt Mrkg, Type NR, Paint, 4 inch, White, Temp 8120080 6,550.000 Ft Misc 0480 Pavt Mrkg, Type NR, Paint, 4 inch, Yellow, Temp 8120081 430.000 Ft Misc 0490 Plastic Drum, High Intensity, Furn 8120100 410.000 Ea Misc 0500 Plastic Drum, High Intensity, Oper 8120101 410.000 Ea Misc 0510 Sign Cover 8120105 10.000 Ea Misc 0520 Sign, Portable, Changeable Message, Furn 8120110 6.000 Ea Misc 0530 Sign, Portable, Changeable Message, Oper 8120111 6.000 Ea Misc 0540 Sign, Type A, Temp, Prismatic, Furn 8120130 56.000 Sft Misc 0550 Sign, Type A, Temp, Prismatic, Oper 8120131 56.000 Sft Misc 0560 Sign, Type B, Temp, Prismatic, Furn 8120135 2,501.000 Sft Misc 0570 Sign, Type B, Temp, Prismatic, Oper 8120136 2,501.000 Sft Misc 0580 Ltg for Night Work 8120153 1.000 LS Misc 0610 Monument Preservation-Special 8210011 2.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 50091-106542 | 106542A | STP 1050(051) | HH6728 | ST 50091 | Preventive Maintenance |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 106542A | M-19 from 31 Mile Road to Division Road | M-19 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 1.45 mi of hot mix asphalt cold milling, resurfacing, and sidewalk ramp upgrades on M-19 from 31 Mile Road to south of Division Road in the city of Richmond, Macomb County. This project includes a 3 year materials and workmanship pavement warranty.



Misc = 18.846 % J = 8.473 % Ea = 0.279 % N94B = 0.908 % K = 2.810 %

N93A = 8.937 % N93G = 2.760 % Cb = 46.368 % B = 4.872 % Ba = 0.652 %

N96M = 0.310 % N6 = 0.825 % N3 = 2.594 % N3 = 2.594 % I = 0.354 %

L = 1.006 %





0010 Mobilization, Max. ____ [$60000.00] 1000001 1.000 LS Misc 0020 Contractor Staking, Road Only 1040007 1.000 LS Misc 0030 Staking Plan Errors and Extras, One Person 1040020 6.000 Hr Misc 0040 Staking Plan Errors and Extras, Two Person 1040021 3.000 Hr Misc 0050 Staking Plan Errors and Extras, Three Person 1040022 4.000 Hr Misc 0070 Pavt, Rem 2040011 480.000 Syd Misc 0080 Sidewalk, Rem 2040013 445.000 Syd Misc 0460 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 8120007 37.000 Ea Misc 0470 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 8120008 37.000 Ea Misc 0480 Flag Control 8120030 1.000 LS Misc 0490 Lighted Arrow, Type C, Furn 8120042 4.000 Ea Misc 0500 Lighted Arrow, Type C, Oper 8120043 4.000 Ea Misc 0510 Lighted Arrow, Type C, Standby 8120044 1.000 Ea Misc 0520 Minor Traf Devices 8120050 1.000 LS Misc 0530 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 3,800.000 Ft Misc 0540 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 6,800.000 Ft Misc 0550 Plastic Drum, High Intensity, Furn 8120100 293.000 Ea Misc 0560 Plastic Drum, High Intensity, Oper 8120101 293.000 Ea Misc 0570 Sign Cover 8120105 30.000 Ea Misc 0580 Sign, Portable, Changeable Message, Furn 8120110 3.000 Ea Misc 0590 Sign, Portable, Changeable Message, Oper 8120111 3.000 Ea Misc 0600 Sign, Type B, Temp, Prismatic, Furn 8120135 1,450.000 Sft Misc 0610 Sign, Type B, Temp, Prismatic, Oper 8120136 1,450.000 Sft Misc 0620 Ltg for Night Work 8120153 1.000 LS Misc 0630 _ [Sign, Type B, Temporary, Prismatic- Special, Furnished] 8127010 1,155.000 Sft Misc 0640 _ [Sign, Type B, Temporary, Prismatic- Special. Operated] 8127010 1,155.000 Sft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 33091-111026 | 111026A | STP 1033(041) | HH6732 | ST 33091 | Preventive Maintenance |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 111026A | M-52 from Morton Road to M-36 | M-52 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 3.91 mi of overband crack fill and hot mix asphalt ultra-thin overlay on M-52 from Morton Road northerly to M-36 in the village of Stockbridge, Ingham County. This project includes a 2 year pavement performance warranty.



Misc = 14.326 % Ea = 3.791 % N93A = 1.388 % N93E = 6.304 % Cb = 71.574 %

N3 = 2.615 %





0010 Mobilization, Max. ____ [$26000.00] 1000001 1.000 LS Misc 0030 Pavt, Cleaning 5020001 1.000 LS Misc 0090 Flag Control 8120030 1.000 LS Misc 0100 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0110 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0120 Minor Traf Devices 8120050 1.000 LS Misc 0130 Plastic Drum, High Intensity, Furn 8120100 150.000 Ea Misc 0140 Plastic Drum, High Intensity, Oper 8120101 150.000 Ea Misc 0150 Sign Cover 8120105 5.000 Ea Misc 0160 Sign, Type B, Temp, Prismatic, Furn 8120135 855.000 Sft Misc 0170 Sign, Type B, Temp, Prismatic, Oper 8120136 855.000 Sft Misc 0180 _ [Pilot Car, Corrugations] 8127051 1.000 LS Misc 0190 Protect Corners 8210020 6.000 Ea Misc 0200 _ [Monument Box Adjust - Special] 8217050 6.000 Ea Misc 0210 Centerline Corrugations, Milled, HMA 8220006 21,000.000 Ft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 42021-86938-3 | 86938A | ARRA 1042(003) | JJ4111 | AR 42021 | Miscellaneous |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 86938A | M-26 at Cedar Creek | M-26 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Installation of three culvert linings on M-26 at Cedar Creek north of Eagle Harbor Road, Keweenaw County.

This project is funded with American Recovery and Reinvestment Act funds.


Misc = 14.277 % Ka = 2.132 % Ea = 82.304 % N6 = 1.171 % I = 0.115 %





0010 Mobilization, Max. ____ [$8000.00] 1000001 1.000 LS Misc 0060 Flag Control 8120030 1.000 LS Misc 0070 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0080 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0090 Minor Traf Devices 8120050 1.000 LS Misc 0100 Plastic Drum, High Intensity, Furn 8120100 70.000 Ea Misc 0110 Plastic Drum, High Intensity, Oper 8120101 70.000 Ea Misc 0120 Sign Cover 8120105 4.000 Ea Misc 0130 Sign, Type B, Temp, Prismatic, Furn 8120135 450.000 Sft Misc 0140 Sign, Type B, Temp, Prismatic, Oper 8120136 450.000 Sft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 37013-111089 | 111089A | N/A | N/A | MER 37013 | Bridge Rehabilitation |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 111089A | US-127 southbound over M-20 | US-127 || | | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Partial superstructure replacement, heat straightening steel, and maintaining traffic on US-127 southbound over M-20, Isabella County.


Misc = 21.577 % Fa = 39.469 % Ea = 0.079 % Fb = 6.391 % N91B = 3.367 %

N91A = 3.870 % N91C = 0.397 % N4 = 19.180 % N6 = 2.936 % N3 = 2.730 %





0010 Mobilization, Max. ____ [$22000.00] 1000001 1.000 LS Misc 0320 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 8120007 12.000 Ea Misc 0330 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 8120008 12.000 Ea Misc 0340 Conc Barrier, Temp, Furn 8120016 350.000 Ft Misc 0350 Conc Barrier, Temp, Oper 8120017 350.000 Ft Misc 0360 High Intensity Light, Type B, Furn 8120035 1.000 Ea Misc 0370 High Intensity Light, Type B, Oper 8120036 1.000 Ea Misc 0380 Lighted Arrow, Type C, Furn 8120042 3.000 Ea Misc 0390 Lighted Arrow, Type C, Oper 8120043 3.000 Ea Misc 0400 Minor Traf Devices 8120050 1.000 LS Misc 0410 Pavt Mrkg, Type R, 4 inch, White, Temp 8120090 2,000.000 Ft Misc 0420 Pavt Mrkg, Type R, 4 inch, Yellow, Temp 8120091 2,000.000 Ft Misc 0430 Plastic Drum, High Intensity, Furn 8120100 120.000 Ea Misc 0440 Plastic Drum, High Intensity, Oper 8120101 120.000 Ea Misc 0450 Sign Cover 8120105 10.000 Ea Misc 0460 Sign, Portable, Changeable Message, Furn 8120110 2.000 Ea Misc 0470 Sign, Portable, Changeable Message, Oper 8120111 2.000 Ea Misc 0480 Sign, Type B, Temp, Prismatic, Furn 8120135 1,850.000 Sft Misc 0490 Sign, Type B, Temp, Prismatic, Oper 8120136 1,850.000 Sft Misc 0500 _ [Pavt Mrkg, Type R, 6 inch, Black/Gray, Temp] 8127001 1,200.000 Ft Misc 0510 _ [Temp Attenuator, Furn] 8127050 1.000 Ea Misc 0520 _ [Temp Attenuator, Oper] 8127050 1.000 Ea Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 33065-109928 | 109928A | STP 1033(033) | YY0433 | STUL 33065 | Resurfacing |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 109928A | North Williamston Road from south of Linn Road to | || | Industrial Park Drive | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: 0.66 mi of hot mix asphalt cold milling and resurfacing, aggregate base, drainage improvements, concrete curb, gutter, sidewalk, and ADA ramps, and pavement markings on North Williamston Road from south of Linn Road to Industrial Park Drive in the city of Williamston, Ingham County.


Misc = 16.449 % J = 1.286 % Ea = 24.316 % K = 2.831 % N93A = 1.778 %

Cb = 50.583 % B = 0.085 % N6 = 0.445 % N3 = 1.117 % I = 1.105 %





0010 Mobilization, Max. ____ [$56000.00] 1000001 1.000 LS Misc 0020 Tree, Rem, 19 inch to 36 inch 2020002 2.000 Ea Misc 0030 Dr Structure, Rem 2030011 3.000 Ea Misc 0040 Sewer, Rem, Less than 24 inch 2030015 106.000 Ft Misc 0060 Sidewalk, Rem 2040013 43.000 Syd Misc 0070 _ [Pavt, Rem, Modified] 2047011 7,275.000 Syd Misc 0410 Post, Mailbox 8070095 4.000 Ea Misc 0630 Barricade, Type III, High Intensity, Lighted, Furn 8120005 4.000 Ea Misc 0640 Barricade, Type III, High Intensity, Lighted, Oper 8120006 4.000 Ea Misc 0650 Dust Palliative, Applied 8120025 5.000 Ton Misc 0660 Flag Control 8120030 1.000 LS Misc 0670 Lighted Arrow, Type C, Furn 8120042 2.000 Ea Misc 0680 Lighted Arrow, Type C, Oper 8120043 2.000 Ea Misc 0690 Minor Traf Devices 8120050 1.000 LS Misc 0700 Pavt Mrkg, Type NR, Tape, 4 inch, White, Temp 8120085 84.000 Ft Misc 0710 Pavt Mrkg, Type NR, Tape, 4 inch, Yellow, Temp 8120086 160.000 Ft Misc 0720 Plastic Drum, High Intensity, Furn 8120100 25.000 Ea Misc 0730 Plastic Drum, High Intensity, Oper 8120101 25.000 Ea Misc 0740 Sign, Portable, Changeable Message, Furn 8120110 2.000 Ea Misc 0750 Sign, Portable, Changeable Message, Oper 8120111 2.000 Ea Misc 0760 Sign, Type B, Temp, Prismatic, Furn 8120135 755.000 Sft Misc 0770 Sign, Type B, Temp, Prismatic, Oper 8120136 755.000 Sft Misc



--------------------------------------------------------------------------------------------------------------------------------------| PROPOSAL | PROJECTS | FEDERAL NUMBER | FED ITEM | CTR. SEC. | WORK TYPE || 82457-108718 | 108718A | STPG 1082(128) | JJ4224 | SUG 82457 | Traffic Operations |--------------------------------------------------------------------------------------------------------------------------------------| | LOCATION | ROUTE || 108718A | City wide in (42) locations from Pontchartrain Street to | || | Hazelwood Avenue | |--------------------------------------------------------------------------------------------------------------------------------------

DESCRIPTION: Traffic signal modernization citywide at 42 locations from Pontchartrain Avenue to Hazelwood Avenue in the city of Detroit, Wayne County.


Misc = 13.001 % Ea = 0.186 % K = 0.567 % Cb = 0.839 % Ba = 0.342 %

J = 7.981 % N6 = 0.831 % N3 = 2.729 % I = 0.286 % L = 73.234 %





0010 Mobilization, Max. ____ [$120110.00] 1000001 1.000 LS Misc 0020 Sidewalk, Rem 2040013 1,048.000 Syd Misc 0030 _ [Curb, Rem, Modified] 2047001 1,143.000 Ft Misc 0380 Barricade, Type III, High Intensity, Lighted, Furn 8120005 8.000 Ea Misc 0390 Barricade, Type III, High Intensity, Lighted, Oper 8120006 8.000 Ea Misc 0400 Flag Control 8120030 1.000 LS Misc 0410 Lighted Arrow, Type C, Furn 8120042 4.000 Ea Misc 0420 Lighted Arrow, Type C, Oper 8120043 4.000 Ea Misc 0430 Minor Traf Devices 8120050 1.000 LS Misc 0440 Plastic Drum, High Intensity, Furn 8120100 200.000 Ea Misc 0450 Plastic Drum, High Intensity, Oper 8120101 200.000 Ea Misc 0460 Sign, Type B, Temp, Furn 8120120 800.000 Sft Misc 0470 Sign, Type B, Temp, Oper 8120121 800.000 Sft Misc 0480 Mobile Attenuator 8120143 2.000 Ea Misc 0510 _ [Topsoil Surface, Furn, LM, Modified] 8167021 30.000 Cyd Misc

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MICHIGAN DEPARTMENT OF TRANSPORTATION COST … · 2016. 2. 25. · LETTING DATE: 100903 CALL: 002...

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