S NORTH CAROLINA D EPARTMENTOF TRANSPORTATION 14 Letting/02...DATE: PROJECT REFERENCE NO. SHEET NO....

$Page 1: S NORTH CAROLINA D EPARTMENTOF TRANSPORTATION 14 Letting/02...DATE: PROJECT REFERENCE NO. SHEET NO. 2 / 13 / 2 0 17 S:\ t r a n s p o r t a t i o n \ 3 1 2 3 5-0 8 1 4 A D T r a n$
STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

ROY COOPER JAMES H. TROGDON, III GOVERNOR SECRETARY

Mailing Address:

NC DEPARTMENT OF TRANSPORTATION

DIVISION OF HIGHWAYS - DIVISION 14

253 WEBSTER ROAD

SYLVA, NC 28779

Telephone: (828) 586-2141

Fax: (828) 586-4043

Customer Service: 1-877-368-4968

Website: www.ncdot.gov

Location:

253 WEBSTER ROAD

SYLVA, NC 28779

February 15, 2017

ADDENDUM # 1

To: Plan Holders

From: Wanda H. Austin, P.E.

Division 14 Project Team Lead

RE: Traffic Management Plan Revision, Summary of Earthwork

(Unclassified Excavation) Revision, Aggregate Base Course

Quantity Revision, Additions of a Traffic Control Project

Special Provision, a Structures Pay Item, and a Corresponding

Structures Project Special Provision Contract ID: DN00117 County: Transylvania

Letting Date: February 28, 2017

The above contract has experienced the following revisions:

1. Replace plan sheet TMP-5 (Traffic Management Plan) with the attached, revised

TMP sheet. It has been revised to show an increased radius that will

accommodate trucks near the northwest end of the bridge.

2. On page TC-5 of the contract proposal, below the last paragraph, insert the

following:

TEMPORARY DETOURS (WIDENING): Construct the temporary detour (widening) required on this project, in

accordance with the typical sections in the plans or as directed by the

Engineer.

After the detours have served their purpose, remove the portions deemed

unsuitable for use as a permanent part of the project as directed by the

Engineer. Salvage and stockpile the aggregate base course removed from the

detours at locations within the right of way, as directed by the Engineer, for

removal by State Forces. Place earth material removed from the detour in

embankments or dispose of in waste areas furnished by the Contractor.

http://www.ncdot.gov/

Payment for the construction of the detour (widening) will be made at the

contract unit price per ton for Aggregate Base Course.

No direct payment will be made for removing the aggregate base course and

earth material, as the cost of same shall be included in the lump sum price bid

for Grading. Such prices and payments will be full compensation for the

work of removing, salvaging, and stockpiling aggregate base course; and for

placing earth material in embankments or disposing of earth material in waste

areas.

3. Between the last page of the Structures Project Special Provisions and the first

page of the Permits Project Special Provisions of the contract proposal, insert

the attached Project Special Provision titled: Construction, Maintenance and

Removal of Temporary Access at Station 13+57.50 -L-.

4. Pay Item number 8017000000-N, CONST, MTC AND REMOVAL OF TEMP

ACCESS AT STA 13+57.50 -L-, LS, has been added to the contract proposal.

5. Plan sheet number 3B-1, in the table titled SUMMARY OF EARTHWORK IN

CUBIC YARDS, under the column heading titled UNCLASSIFIED

EXCAVATION, the quantity for LOCATION, -L- STA. 11+00.00 TO STA.

12+96.20 (BEG. BRIDGE), of PHASE 2 (RIGHT), has increased from 112

cubic yards to 149 cubic yards; the PHASE 2 TOTAL has increased from 118

cubic yards to 155 cubic yards and the GRAND TOTAL has been increased

from 268 cubic yards to 305 cubic yards in order to accommodate the increased

radius identified in item # 1 above.

6. The quantity for Pay Item number 1121000000-E, AGGREGATE BASE

COURSE, has been increased to 168 tons, in order to accommodate the

increased radius identified in revision # 1 above.

Please access ebs addenda files on Bid Express®.

Please insert this letter into the addendum section of the proposal and sign the

verification. Thank you for your attention to this matter.

SIGNAL (TYP.)TRAFFICPORTABLE

SIGNS A,B,C, & D AND SPACING)SHEET 14 OF 15 FOR

(SEE NCDOT RSD. 1101.02

10' MIN.

B

B

TAPE

R (T

YP.)

50'

P2

P2

A

A

A

B

C

D

TRAFFIC

TWO-WAY

ONE LANE

(-L-)

CL

CONSTRUCTION

PROPOSED

N.T.SN.T.S

MIN.

10'TRAFFIC

TWO-WAY

ONE LANE

CONSTRUCTION

PROPOSED

CL

MIN.

10'

(-L-)

(SEE STRUCTURE PLANS)

TEMP. GUARDRAIL

TYP.10'

15

TYPE-III GRAU-350 TL-2

D

C

B

A

12

11

D

D

1314

16

GUARDRAILBEGIN TEMP.

GUARDRAILEND TEMP.

TYPE-IIIGRAU-350 TL-2

W1-4R

48'' X 48''

W1-4L

48'' X 48''

EAST F

OR

K R

OAD

SR 1107

GRAU-350 TL-2

GRA

U-3

50 T

L-2

TAPER (T

YP.)

50'

SIGNAL (TYP.)TRAFFICPORTABLE

SIGNS A,B,C, & D AND SPACING)SHEET 14 OF 15 FOR

(SEE NCDOT RSD. 1101.02

+29.00

+65.00

SHOP CURVEDTYPE-III

GRAU-350 TL-2

EAS

T

FO

RK F

RE

NC

H

BR

OA

D

RIV

ER

TYPE-IIIAT-1

ABC 68 TONS EST.TEMPORARY LANE WIDENING

mabdela

ziz

R:\

TC

P\

BD5114

AD_

TC

P_S

HT_5.d

gn

2/10/2017

SHEET NO.PROJ. REFERENCE NO.

APPROVED: DATE:

Middlesboro,Kentucky

Tri-Cities,Tennessee

All Rights Reserved

Charlotte,North Carolina

Tennessee

Knoxville,

South Carolina

Spartanburg,

Asheville,North Carolina

Copyright 2006 Vaughn & Melton, Inc.c

704 357 0488

423 467 8401

865 546 5800

606 248 6600

864 574 4775

828 253 2796

Consulting Engineers

SECTION A-A SECTION B-B

NA

D 83

48'' X 48''

AHEAD

ROAD

W20-1

WORK

48'' X 48''

AHEAD

ROAD

ONE LANE

W20-4

24'' X 36''

R10-6

STOP

RED

HERE ON

A

D

B C

SCALE 1"=30'

DE

PA

RT

M

EN

T OF TRANS

PO

RT

ATI

ON

ST

AT

E

OF

NORTH CA

R

OLI

NA

TI

NU

L

OR

TN

OC CIFFART E

N

OZ

K

RO

W

SY

A

WH

GIH FO N

OISI

VI

D

TMP-5

PHASE II DETAIL

17BP.14.R.137

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

NC License Number F-0991

Charlotte, NC 28202

900 West Trade St., Suite 715

STV Engineers, Inc.

PA

48'' X 48''

BE

PREPARED

TO STOP

W3-4

RE

VISIO

NS

2/10/2017 -

TR

AF

FIC

CO

NT

RO

L R

EVISIO

N (M

KA) -

AD

DE

D

TE

MP

OR

AR

Y L

AN

E

WID

ENI N

G.

1

1

DocuSign Envelope ID: 13CE838B-B01B-4D4E-BE7E-DCCDAA657B35

2/10/2017

1

CONSTRUCTION, MAINTENANCE AND REMOVAL (12-12-13)

OF TEMPORARY ACCESS AT STATION 13+57.50 -L-

1.0 GENERAL

Construct, maintain, and remove the temporary access required to provide the working area

necessary for construction of the new bridge, construction of the temporary detour

structure, or for the removal of an existing bridge, as applicable. Temporary access may

involve the use of a rock causeway [workpad], a work bridge, or other methods; however,

all types of temporary access are required to meet the requirements of all permits, the

Standard Specifications, and this Special Provision.

2.0 TEMPORARY ROCK CAUSEWAY [WORKPAD]

At the contractor’s option, construction of a temporary rock causeway [workpad] within the

limits shown on the plans is permitted. Build the causeway [workpad] with Class II riprap

topped by a layer of Class B riprap or as otherwise designated on the plans or approved by

the Engineer. If desired, recycle the Class II riprap used in the causeway [workpad] for

placement in the final riprap slope protection as directed by the Engineer. No payment will

be made for recycled riprap as this material is considered incidental to the causeway

[workpad] placement and removal. If this option is exercised, no adjustment in contract

bid price will be allowed due to an underrun in the quantity of “Rip Rap Class II (2'-0"

Thick)”.

Completely remove all causeway [workpad] material including pipes and return the entire

causeway [workpad] footprint to the original contours and elevations within 90 days of the

completion of the deck slab or as otherwise required by permits.

Do not construct or remove causeway [workpad] during the moratorium period shown on

the permit. If the completion of the deck slab falls within the prohibitive dates for

causeway [workpad] construction or removal, begin causeway [workpad] removal

immediately following the prohibitive dates.

3.0 TEMPORARY WORK BRIDGE

At the contractor’s option, construction of a temporary work bridge in lieu of the

causeway(s) [workpad] is acceptable, provided the temporary work bridge satisfies all

permits. Submit details of the temporary work bridge to the Engineer prior to constructing

the work bridge to ensure conformance with the plans and all permits. Completely remove

the temporary bridge prior to final acceptance or as otherwise required by the permits.

2/7/2017

2

4.0 BASIS OF PAYMENT

The lump sum price bid for “Construction, Maintenance and Removal of Temporary

Access at Station 13+57.50 -L-” will be full compensation for the above work, or other

methods of access, including all material, pipes, work bridge components, equipment,

tools, labor, disposal, and incidentals necessary to complete the work.

WASTEBORROWUNDERCUTLOCATION EMBT+%EXCAVATION

UNCLASSIFIED

248

contract lump sum price for "grading".

and removal of existing pavement will be paid for at the

excavation, fine grading, clearing and grubbing,

Approximate quantities only. Unclassified excavation, borrow

-L- STA. 11+00.00 TO STA. 12+96.20 (BEG. BRIDGE)

305

305

GUARDRAIL SUMMARY

"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.

TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.

FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.

W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.

LENGTH

SHOP

CURVED

WARRANT POINT

APPROACH

END

TRAILING

END

DIST.

FROM

E.O.L.

TOTAL

SHOUL.

WIDTH

FLARE LENGTH

APPROACH TRAILING APPROACH TRAILING

END END END END

W ANCHORS

REMARKS

"N"

STRAIGHT

SURVEY

LINEBEG. STA. END STA. LOCATION

XI

MODXI

GRAU

M-350 BIC

6/21/00

AT-1

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

TYPE 350

ATTENUATOR

IMPACT

GUARDRAIL

FACED

SINGLE

GUARDRAIL

EXISTING

REMOVE

GUARDRAIL

EXISTING

STOCKPILE

AND

REMOVE

EA G NG

G = GATING IMPACT ATTENUATOR TYPE 350

NG = NON-GATING IMPACT ATTENUATOR TYPE 350

COMPUTED BY:

CHECKED BY: DATE:

DATE: SHEET NO.PROJECT REFERENCE NO.

2/13/2017

S:\transportation\31235-08 14

AD

Transylvania 86\

Road

way\

Proj\bd5114ad_rdy_su

m.d

gn

User:cj

martell

B-77

LOCATION

PAVEMENT REMOVAL SUMMARY

LINEBREAK-UPASPHALT

REMOVALCONCRETE

REMOVALCONCRETE

IN SQUARE YARDS

REMOVALASPHALT

-L-

-L-

-L- RT

LT

SUBTOTAL

LESS DEDUCTIONS FOR ANCHORS

PROJECT TOTALS:

1

1

3

ADDITIONAL GUARDRAIL POSTS=5 EA.

-L-

TOTAL

will be paid for at the contract lump sum price for "grading".

and removal of existing pavement

excavation, fine grading, clearing and grubbing,

Approximate quantities only. Unclassified excavation, borrow

III

TYPE

50

50

350

RT

1

1

1

12+77.49 LT

15+27.16

12+99.52

14+18.80

14+29.62 14+78.33

-L- STA. 14+18.80 (END BRIDGE) TO STA. 16+75.00

PROJECT SUBTOTAL

TYPE III 3 @ 18.75’=

-6.25

1

1

11

1

SAY

118.75

4

50 1

3 1

AT-1 1 @ 6.25’=

GEOTEXTILE FOR SOIL STABILIZATION = 50 SY

CLASS IV SUBGRADE STABILIZATION = 50 TONS

SELECT GRANULAR MATERIAL = 50 CY

UNDERCUT EXCAVATION = 50 CY

INCIDENTAL STONE = 50 TONS

CONTINGENCY ITEMS:

31.25

6

7 9

7

PHS

-75GRAU-350 TL-2 3 @ 25’=

25

-L-

12.5

46

3B-1

150

13

203

120

-L- 12+14.68 12+81.06

1

12+81.06

12+99.52

14+18.80

14+29.62

6 9

7 / VARIES

56.25

25

31.25

-56.25

WCC 3-13-15

CURVEDSHOP

TYPE III

3 1

13

-18.75TYPE III SHOP CURVED 1 @ 18.75’=

51 152

17BP.14.R.137

70

3-13-15

11+00 TO 12+85

14+30 TO 16+75 72

TL-2

225

87.5

DDE = 32 CY

118

99 86

PHASE 1 (LEFT)

SUBTOTAL PHASE 1 216 152 86

WASTE IN LIEU OF BORROW -86-86

150 216PHASE 1 TOTAL 66

-L- STA. 11+00.00 TO STA. 12+96.20 (BEG. BRIDGE)

-L- STA. 14+18.80 (END BRIDGE) TO STA. 16+75.00

155

6

6

SUBTOTAL PHASE 2

WASTE IN LIEU OF BORROW -20-20

155PHASE 2 TOTAL 86

149 106

26 20

PHASE 2 (RIGHT)

32 20 106

GRAND TOTAL

32

66 86

EST. 5% TO REPLACE TOP SOIL ON BORROW PITS 4

248 86

SUMMARY OF EARTHWORK IN CUBIC YARDS

STRAIGHTSHOP

CURVED

TEMPORARY

-L-

-L-

GRAU-350 TL-2 (TEMP.) 4 @ 25’= -100

20012+68 14+68 RT

LT 37.5175

275 37.5

12+45 14+60

Line#

AmountQuantity Unit CostDescriptionSec#

Item Number

Page 1 of 6 ITEMIZED PROPOSAL FOR CONTRACT NO. DN00117Feb 15, 2017 1:24 pm

County : Transylvania

ROADWAY ITEMS

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Lump Sum L.S.800 0000100000-N MOBILIZATION0001

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Lump Sum L.S.801 0000400000-N CONSTRUCTION SURVEYING0002

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Lump Sum L.S.SP 0030000000-N BRIDGE APPROACH FILL - SUBREGIONAL TIER, STATION *******(STA 13+57.50)

0003

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Lump Sum L.S.226 0043000000-N GRADING0004

ACR

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0.1226 0050000000-E SUPPLEMENTARY CLEARING & GRUB-BING

0005

CY ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

50226 0057000000-E UNDERCUT EXCAVATION0006

CY ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

32240 0134000000-E DRAINAGE DITCH EXCAVATION0007

CY ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

50265 0195000000-E SELECT GRANULAR MATERIAL0008

SY

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

50270 0196000000-E GEOTEXTILE FOR SOIL STABILIZA-TION

0009

SF ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

475SP 0199000000-E TEMPORARY SHORING0010

TON

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

12300 0318000000-E FOUNDATION CONDITIONING MATE-RIAL, MINOR STRUCTURES

0011

SY

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

35300 0320000000-E FOUNDATION CONDITIONING GEO-TEXTILE

0012

LF

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

20310 0582000000-E 15" CS PIPE CULVERTS, 0.064"THICK

0013

TON

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

50505 1099700000-E CLASS IV SUBGRADE STABILIZA-TION

0014

TON ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

168520 1121000000-E AGGREGATE BASE COURSE0015

TON ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

50545 1220000000-E INCIDENTAL STONE BASE0016

TON

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

30610 1489000000-E ASPHALT CONC BASE COURSE, TYPEB25.0B

0017

TON

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

130610 1519000000-E ASPHALT CONC SURFACE COURSE,TYPE S9.5B

0018

T-1 Revised for Addendum # 1

Line#


Item Number



TON ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

10620 1575000000-E ASPHALT BINDER FOR PLANT MIX0019

EA ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1840 2286000000-N MASONRY DRAINAGE STRUCTURES0020

EA

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1840 2367000000-N FRAME WITH TWO GRATES, STD840.29

0021

LF ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

15846 2556000000-E SHOULDER BERM GUTTER0022

LF ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

87.5862 3030000000-E STEEL BM GUARDRAIL0023

LF

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

12.5862 3045000000-E STEEL BM GUARDRAIL, SHOPCURVED

0024

EA ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

5862 3150000000-N ADDITIONAL GUARDRAIL POSTS0025

EA

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1862 3180000000-N GUARDRAIL ANCHOR UNITS, TYPE************(TYPE III)

0026

EA

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1862 3195000000-N GUARDRAIL ANCHOR UNITS, TYPEAT-1

0027

EA

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

3862 3215000000-N GUARDRAIL ANCHOR UNITS, TYPEIII

0028

EA

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

3SP 3270000000-N GUARDRAIL ANCHOR UNITS, TYPE350

0029

LF ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

275862 3380000000-E TEMPORARY STEEL BM GUARDRAIL0030

LF

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

37.5862 3382000000-E TEMPORARY STEEL BM GUARDRAIL(SHOP CURVED)

0031

EA

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

4SP 3389000000-N TEMPORARY GUARDRAIL ANCHORUNITS, TYPE **********(350 TL-2)

0032

TON ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

17876 3635000000-E RIP RAP, CLASS II0033

TON ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

54876 3649000000-E RIP RAP, CLASS B0034

SY ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

550876 3656000000-E GEOTEXTILE FOR DRAINAGE0035

SF ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

15211104400000000-E WORK ZONE SIGNS (STATIONARY)0036

Line#


Item Number



EA ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

3211304430000000-N DRUMS0037

DAY ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

211504455000000-N FLAGGER0038

LF

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

5,74012054810000000-E PAINT PAVEMENT MARKING LINES(4")

0039

LF

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

2012054835000000-E PAINT PAVEMENT MARKING LINES(24")

0040

LF

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

15012054850000000-E REMOVAL OF PAVEMENT MARKINGLINES (4")

0041

EA

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1SP 4960000000-N GENERIC TRAFFIC CONTROL ITEM(PORTABLE TRAFFIC SIGNAL SYSTEM)(3 HEAD)

0042

LF ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

8015105325200000-E 2" WATER LINE0043

LF

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

16015305798000000-E ABANDON **" UTILITY PIPE(2)

0044

LF ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

6015405835400000-E 6" ENCASEMENT PIPE0045

LF ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

30016056000000000-E TEMPORARY SILT FENCE0046

TON

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

6516106006000000-E STONE FOR EROSION CONTROL,CLASS A

0047

TON

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

6016106009000000-E STONE FOR EROSION CONTROL,CLASS B

0048

TON ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

9516106012000000-E SEDIMENT CONTROL STONE0049

ACR ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

116156015000000-E TEMPORARY MULCHING0050

LB ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

10016206018000000-E SEED FOR TEMPORARY SEEDING0051

TON

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0.516206021000000-E FERTILIZER FOR TEMPORARY SEED-ING

0052

LF ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

300SP 6029000000-E SAFETY FENCE0053

CY ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

11016306030000000-E SILT EXCAVATION0054

Line#


Item Number



SY ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

55016316036000000-E MATTING FOR EROSION CONTROL0055

LF ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

2516326042000000-E 1/4" HARDWARE CLOTH0056

EA ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

416396070000000-N SPECIAL STILLING BASINS0057

LF ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

165SP 6071010000-E WATTLE0058

LF ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

110SP 6071013000-E WATTLE BARRIER0059

LB ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

20SP 6071020000-E POLYACRYLAMIDE (PAM)0060

ACR ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0.416606084000000-E SEEDING & MULCHING0061

ACR ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0.416606087000000-E MOWING0062

LB ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

5016616090000000-E SEED FOR REPAIR SEEDING0063

TON ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0.2516616093000000-E FERTILIZER FOR REPAIR SEEDING0064

LB ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

5016626096000000-E SEED FOR SUPPLEMENTAL SEEDING0065

M/G ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

13016646105000000-E WATER0066

TON ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0.516656108000000-E FERTILIZER TOPDRESSING0067

LF ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

73SP 6111000000-E IMPERVIOUS DIKE0068

EA ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

13SP 6117000000-N RESPONSE FOR EROSION CONTROL0069

ACR ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0.116706123000000-E REFORESTATION0070

EA

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1SP 6132000000-N GENERIC EROSION CONTROL ITEM(ONSITE CONCRETE WASHOUT STRUCTURE)

0071

Line#


Item Number



STRUCTURE ITEMS

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Lump Sum L.S.402 8035000000-N REMOVAL OF EXISTING STRUCTUREAT STATION ************(STA 13+57.50)

0072

LF

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

108.8411 8105520000-E 3'-0" DIA DRILLED PIERS INSOIL

0073

LF

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

70411 8105620000-E 3'-0" DIA DRILLED PIERS NOT INSOIL

0074

LF

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

72.8411 8111200000-E PERMANENT STEEL CASING FOR3'-0" DIA DRILLED PIER

0075

EA ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1450 8112730000-N PDA TESTING0076

EA ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1411 8113000000-N SID INSPECTIONS0077

EA ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

6411 8114000000-N SPT TESTING0078

EA ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1411 8115000000-N CSL TESTING0079

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Lump Sum L.S.412 8121000000-N UNCLASSIFIED STRUCTURE EXCAVA-TION AT STATION ********(13+57.50)

0080

CY ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

76.2420 8182000000-E CLASS A CONCRETE (BRIDGE)0081

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Lump Sum L.S.422 8210000000-N BRIDGE APPROACH SLABS, STATION************(STA 13+57.50)

0082

LB ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

25,231425 8217000000-E REINFORCING STEEL (BRIDGE)0083

LB

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

3,699425 8238000000-E SPIRAL COLUMN REINFORCINGSTEEL (BRIDGE)

0084

LF ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

385450 8364000000-E HP12X53 STEEL PILES0085

EA ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

14450 8391000000-N STEEL PILE POINTS0086

SF ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1,518452 8430000000-E SHEET PILE RETAINING WALLS0087

LF ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

240.75460 8505000000-E VERTICAL CONCRETE BARRIER RAIL0088

TON

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

63876 8590000000-E RIP RAP, CLASS **(I)

0089

Line#


Item Number



TON ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

25876 8594000000-E RIP RAP, CLASS B0090

TON ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

84876 8608000000-E RIP RAP CLASS II (2'-0" THICK)0091

SY ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

169876 8622000000-E GEOTEXTILE FOR DRAINAGE0092

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Lump Sum L.S.430 8657000000-N ELASTOMERIC BEARINGS0093

LF

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

550430 8762000000-E 3'-0" X 1'-9" PRESTRESSED CONCCORED SLABS

0094

LF

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

770430 8763000000-E 3'-0" X 2'-0" PRESTRESSED CONCCORED SLABS

0095

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Lump Sum L.S.SP 8860000000-N GENERIC STRUCTURE ITEM(ASBESTOS ASSESSMENT)

0096

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Lump Sum L.S.SP 8017000000-N CONSTRUCTION, MAINTENANCE, &REMOVAL OF TEMP ACCESS AT STA************(STA. 13+57.50 -L-)

0097

Total Amount Of Bid For Entire Project :1324/Feb15/Q43946.3/D484821913000/E97

Date post:	24-Sep-2020
Category:	Documents
Upload:	others
View:	0 times
Download:	0 times

S NORTH CAROLINA D EPARTMENTOF TRANSPORTATION 14 Letting/02...DATE: PROJECT REFERENCE NO. SHEET NO....

Documents