connect.ncdot.gov Michael A Pettyjohn, PE PO BOX 250 NORTH WILKESBORO ... MBE GOAL 3.0% WBE 2.0% COMPLETION DATE : ... Lump Sum LS EVAZOTE JOINT SEALS

STATE OF NORTH CAROLINADEPARTMENT OF TRANSPORTATION

INVITATION TO BID

ELECTRONIC BIDS FOR THE CONSTRUCTION OF THE FOLLOWING PROJECTS WILL BE PUBLICLY READ IN ROOM 156-A/B, THE PROJECT SERVICES LARGE CONFERENCE ROOM, LOCATED IN BUILDING B AT 1020 BIRCH RIDGE DRIVE, RALEIGH, N.C. AT 2:00 PM ON AUGUST 15, 2006. NO ELECTRONIC BIDS WILL BE RECEIVED AFTER 2:00 PM.

BIDS SHALL BE SUBMITTED IN ACCORDANCE WITH THE SPECIAL PROVISION TITLED "ON-LINE ELECTRONIC BIDDING" CONTAINED IN EACH PROPOSAL FORM.

1. THE BIDDER SHALL PURCHASE A PROPOSAL FOR EACH PROJECT FOR WHICH HE INTENDS TO SUBMIT A BID IN RESPONSE TO THIS INVITATION TO BID.

2. A BID BOND OR BID DEPOSIT IN THE AMOUNT OF 5% OF THE TOTAL AMOUNT BID WILL BE REQUIRED. THE BIDDER SHALL SUBMIT AN ELECTRONIC BID BOND WITH EACH ELECTRONIC BID SUBMITTAL UNLESS HE ELECTS TO FURNISH A BID DEPOSIT.

3. UPON RECEIPT OF AWARD LETTER, THE SUCCESSFUL BIDDER SHALL FURNISH A PROPERLY EXECUTED EXECUTION OF CONTRACT, NON-COLLUSION AFFIDAVIT AND DEBARMENT CERTIFICATION, AND EXECUTED PAYMENT AND PERFORMANCE BONDS FOR EACH CONTRACT. AFFIDAVIT FORMS AND BOND FORMS ARE AVAILABLE AS PART OF THE CONTRACT EXECUTION FORMS AT THE FOLLOWING WEBSITEhttp://www.ncdot.org/doh/construction/ps/contracts/letting.html.

ALL QUESTIONS RELATED TO PROJECTS DURING THE ADVERTISEMENT PERIOD SHALL BE ADDRESSED TO THE STATE CONTRACT OFFICER AT 919-250-4124.

THE MINIMUM WAGE FOR LABOR WILL BE SHOWN IN THE PROPOSAL FORM FOR FEDERAL AID PROJECTS.

CONTRACTOR'S LICENSE: A GENERAL CONTRACTOR'S LICENSE IS REQUIRED IN ORDER TO SUBMIT A BID ON ANY NON-FEDERAL AID PROJECT WHERE THE BID IS $30,000.00 OR MORE, EXCEPT FOR CERTAIN SPECIALTY WORK AS DETERMINED BY THE LICENSING BOARD. FOR ADDITIONAL INFORMATION OR TO MAKE APPLICATION FOR A LICENSE, APPLY TO THE EXECUTIVE SECRETARY OF THE CONTRACTOR LICENSING BOARD, P.O. BOX 17187, RALEIGH, NC 27619, (919-571-4183).

PREQUALIFYING TO BID: ALL PROSPECTIVE BIDDERS SHALL BE PREQUALIFIED WITH THE DEPARTMENT OF TRANSPORTATION PRIOR TO SUBMITTING A BID. CONTRACTORS WHO ARE NOT PREQUALIFIED MAY OBTAIN INFORMATION AND FORMS FOR PREQUALIFYING FROM THE CONTRACTUAL SERVICES UNIT, DIVISION OF HIGHWAYS, DEPARTMENT OF TRANSPORTATION, 1509 MAIL SERVICE CENTER, RALEIGH, N. C., 27699-1509. ALL REQUIRED PREQUALIFICATION STATEMENTS AND DOCUMENTS SHALL BE FILED WITH THE CONTRACTUAL SERVICES UNIT AT LEAST FOUR WEEKS PRIOR TO THE DATE OF OPENING BIDS.

THE DEPARTMENT OF TRANSPORTATION HEREBY NOTIFIES ALL BIDDERS THAT IT WILL AFFIRMATIVELY INSURE THAT IN ANY CONTRACT ENTERED INTO PURSUANT TO THIS INVITATION TO BID, MINORITY BUSINESS ENTERPRISES WILL BE AFFORDED FULL OPPORTUNITY TO SUBMIT BIDS IN RESPONSE TO THIS INVITATION AND WILL NOT BE DISCRIMINATED AGAINST ON THE GROUNDS OF RACE, COLOR, SEX, OR NATIONAL ORIGIN IN COMPENSATION TO THIS AWARD.

PROPOSAL FORMS AT $25.00 EACH, PLANS (SMALL SIZE) AT $40.00 PER SET, PLANS (LARGE SIZE) AT $100.00 PER SET, AND CROSS-SECTIONS AT $40.00 PER SET, PLUS SALES TAX FOR N.C. RESIDENTS, MAY BE OBTAINED BY TELEPHONING (919-250-4124), FAXING (919-250-4127), OR WRITING TO: PLANS AND PROPOSALS, PROJECT SERVICES UNIT, DEPARTMENT OF TRANSPORTATION, 1591 MAIL SERVICE CENTER, RALEIGH, N.C., 27699-1591. THESE CHARGES ARE NOT DEPOSITS AND WILL NOT BE REFUNDED. ALL ORDERS FOR PROPOSAL FORMS, PLANS AND CROSS-SECTIONS DELIVERED IN NORTH CAROLINA ARE SUBJECT TO 7% SALES TAX. ORDERS MAILED TO OUT OF STATE CONTRACTORS ARE NOT SUBJECT TO SALES TAX. MAKE ALL CHECKS PAYABLE TO THE "N.C. DEPARTMENT OF TRANSPORTATION".

THE RIGHT IS RESERVED TO REJECT ANY OR ALL BIDS.

TODAY'S DATE IS JULY 18, 2006.BY ORDER OF THE DEPARTMENT OF TRANSPORTATION

(THE WORK WILL CONSIST APPROXIMATELY AS SHOWN ON THE FOLLOWING SHEETS)

(Revised on 21Mar2006)

REVIEW OF PLANS AND PROPOSALS IN DIVISION OFFICE

IN ORDER TO FACILITATE AND ENCOURAGE THE INVOLVEMENT OF MINORITY BUSINESS ENTERPRISES IN THE HIGHWAY CONSTRUCTION PROCESS, IT IS THE POLICY OF THE DEPARTMENT OF TRANSPORTATION, DIVISION OF HIGHWAYS, THAT A SET OF PLANS AND PROPOSAL FOR EACH PROJECT TO BE LET WILL BE MAINTAINED FOR REVIEW BY ANY CONTRACTOR INTERESTED IN BIDDING UPON OR QUOTING WORK IN AN ADVERTISED PROJECT.

THE PROPOSALS AND PLANS WILL BE AVAILABLE FOR REVIEW BEGINNING TWO WEEKS PRIOR TO THE DATE OF BID OPENING IN THE DIVISION OFFICE WHICH WILL ADMINISTER THE CONTRACT. THE DEPARTMENT WILL, UPON REQUEST, MAKE AVAILABLE FROM ITS STAFF A PERSON TO EXPLAIN THE PROPOSED PROJECT AND TO ANSWER GENERAL QUESTIONS RELATING TO THE PROJECT. THE PLANS AND PROPOSALS CAN BE REVIEWED ANY TIME MONDAY THRU FRIDAY, EXCLUDING HOLIDAYS, BETWEEN THE HOURS OF 8:00 A.M. AND 4:30 P.M. IN THE DIVISION OFFICE. IN ORDER TO HAVE A MEMBER OF THE STAFF EXPLAIN THE PROJECT AND/OR ANSWER GENERAL QUESTIONS PERTAINING TO THE PROJECT, PRIOR APPOINTMENTS MUST BE MADE BY CALLING THE APPROPRIATE DIVISION OFFICE.

FOLLOWING ARE THE LOCATIONS AND TELEPHONE NUMBERS OF THE OFFICES IN WHICH THE PLANS AND PROPOSALS WILL BE MADE AVAILABLE, REFERENCE SHOULD BE MADE TO THE SHEETS CONTAINING THE INDIVIDUAL PROJECT QUANTITIES TO DETERMINE WHICH DIVISION OFFICE WILL ADMINISTER THE CONTRACT.

TOWN TELEPHONELOCATIONDIVISION ENGINEERDIV NO.EDENTON (252) 482-7977113 AIRPORT DRIVE, SUITE 100Anthony W Roper, PE00001

GREENVILLE (252) 830-3490PO BOX 1587Cornelius E Lassiter, Jr., PE00002

WILMINGTON (910) 251-5724124 DIVISION DRIVEH. Allen Pope, PE00003

WILSON (252) 237-6164PO BOX 3165Richard E Greene, Jr., PE00004

DURHAM (919) 560-68512612 NORTH DUKE STREETJonathan G Nance, PE00005

FAYETTEVILLE (910) 486-1493PO BOX 1150Terry R Gibson, PE00006

GREENSBORO (336) 334-3192PO BOX 14996James M Mills, PE00007

ABERDEEN (910) 944-2344PO BOX 1067Tim Johnson, PE00008

WINSTON-SALEM (336) 703-6500375 SILAS CREEK PARKWAYS. Pat Ivey, PE00009

ALBEMARLE (704) 982-0101716 WEST MAIN STREETBarry S Moose, PE00010

NORTH WILKESBORO (336) 667-9111PO BOX 250Michael A Pettyjohn, PE00011

SHELBY (704) 480-5400PO BOX 47Michael L Holder, PE00012

ASHEVILE (828) 251-6171PO BOX 3279Jay J Swain, PE00013

SYLVA (828) 586-2141253 WEBSTER ROADJoel B Setzer, PE00014

=========================================== SUMMARY OF PROPOSALS ==================================Bid Letting Number L060815

RPN Contract Id WBS County Length JobType

001 C201397 37460 HYDE 9.500 MI WIDENING, MILLING, RESURFACING &GUARDRAIL.

002 C201501 33535.3.1 MARTIN 0.123 MI GRADING, DRAINAGE, PAVING &STRUCTURE.

003 C201449 34961.3.3 PITT 2.646 MI WIDENING, GRADING, DRAINAGE, PAVING,SIGNALS, & CULVERT.

004 C201624 35881 ETC. COLUMBUS 1.530 MI WIDENING, GRADING, DRAINAGE, PAVING,& CULVERT EXT.

005 C201257 33451.3.1 CUMBERLAND 0.218 MI GRADING, DRAINAGE, PAVING, &STRUCTURE.

006 C201632 38737.3.1 BUNCOMBE 4.400 MI MILLING, RESURFACING OR HOT-IN-PLACERECYCLING & PVT MKINGS.

007 C201443 33407.3.1 BURKE 0.129 MI GRADING, DRAINAGE, PAVING, &CULVERT.

008 C201628 37301 BURKE 0.934 MI WIDENING, GRADING, DRAINAGE, PAVING,AND CURB & GUTTER.

Page : 1 of 13

LENGTH = 9.500 MI

L060815 001

37460 DIV OFFICE EDENTONC201397 CONTRACT ID :

COUNTY : HYDE

2 SECTIONS OF NC-45.

STATE FUNDED PROPOSAL, CONTRACTOR LICENSE REQUIRED TO BID

MBE GOAL 3.0% WBE 2.0% COMPLETION DATE : JUN 29 2007

WIDENING, MILLING, RESURFACING & GUARDRAIL.

ROADWAY ITEMS

Lump Sum LS MOBILIZATION20 CY BORROW EXCAVATION

950 TON INCIDENTAL STONE BASE19 SMI SHOULDER RECONSTRUCTION

104,662 SY MILLING ASPHALT PAVEMENT, ***"DEPTH(2-1/2")

582 TON ASPHALT CONC BASE COURSE, TYPEB25.0B

24,991 TON ASPHALT CONC SURFACE COURSE,TYPE S9.5B

1,524 TON ASPHALT BINDER FOR PLANT MIX,GRADE PG 64-22

24 SY 6" CONCRETE DRIVEWAY125,595 SY GENERIC PAVING ITEM

FLEXIBLE PAVEMENT RECLAMATION(8")

4 EA W-TR STEEL BM GUARDRAIL TRAN-SITION SECTIONS

8 EA ADDITIONAL GUARDRAIL POSTS4 EA GUARDRAIL ANCHOR UNITS, TYPE

************(350, TEST LEVEL II)

8 EA GUARDRAIL ANCHOR UNITS, TYPE350

Lump Sum LS GENERIC TRAFFIC CONTROL ITEMTRAFFIC CONTROL

100,320 LF THERMOPLASTIC PAVEMENT MARKINGLINES (4", 90 MILS)


163,023 LF PAINT PAVEMENT MARKING LINES(4")

630 EA PERMANENT RAISED PAVEMENTMARKERS

18,000 LF TEMPORARY SILT FENCE50 TON STONE FOR EROSION CONTROL,

CLASS B40 TON SEDIMENT CONTROL STONE10 ACR SEEDING & MULCHING

Page : 2 of 13

LENGTH = 0.123 MI

L060815 002

33535.3.1 DIV OFFICE EDENTONC201501 CONTRACT ID :

COUNTY : MARTIN

BRIDGE OVER SMITHWICK CREEK & APPROACHES ON SR-1523.

FEDERAL AID PROPOSAL, CONTRACTOR LICENSE NOT REQUIRED TO BID

DBE GOAL 5.0% COMPLETION DATE : SEE SPECIAL PROVISIONS

GRADING, DRAINAGE, PAVING & STRUCTURE.

ROADWAY ITEMS

Lump Sum LS MOBILIZATIONLump Sum LS REINFORCED BRIDGE APPROACH

FILL, STATION ************(18+00.00)

Lump Sum LS GRADING1 ACR SUPPLEMENTARY CLEARING & GRUB-

BING100 CY UNDERCUT EXCAVATION

8 CY DRAINAGE DITCH EXCAVATION100 CY SELECT GRANULAR MATERIAL100 SY FABRIC FOR SOIL STABILIZATION31 TON FOUNDATION CONDITIONING MATE-

RIAL, MINOR STRS60 LF 15" BIT COAT CS PIPE CULVERTS,

TYPE B 0.064" THICK4 EA 15" BIT COAT CS PIPE ELBOWS,

TYPE B 0.064" THICK329 TON ASPHALT CONC BASE COURSE, TYPE

B25.0B191 TON ASPHALT CONC SURFACE COURSE,

TYPE SF9.5A27 TON ASPHALT BINDER FOR PLANT MIX,

GRADE PG 64-2222.4 CY SUBDRAIN EXCAVATION16.8 CY SUBDRAIN FINE AGGREGATE100 LF 6" PERFORATED SUBDRAIN PIPE

3 EA 6" SUBDRAIN PIPE WYES, TEES, &ELBOWS

1 EA CONCRETE PAD FOR SUBDRAIN PIPEOUTLET

6 LF 6" OUTLET PIPE (SUBDRAINS)0.4 CY PIPE COLLARS

3 EA MASONRY DRAINAGE STRUCTURES1 EA FRAME WITH TWO GRATES, STD

840.162 EA FRAME WITH TWO GRATES, STD

840.2982 LF SHOULDER BERM GUTTER

450 LF STEEL BM GUARDRAIL5 EA ADDITIONAL GUARDRAIL POSTS4 EA GUARDRAIL ANCHOR UNITS, TYPE

III4 EA GUARDRAIL ANCHOR UNITS, TYPE

3506 TON RIP RAP, CLASS B

221 SY FILTER FABRIC FOR DRAINAGE192 SF WORK ZONE SIGNS (STATIONARY)94 SF WORK ZONE SIGNS (BARRICADE

MOUNTED)96 LF BARRICADES (TYPE III)1 EA RELOCATE FIRE HYDRANT

800 LF TEMPORARY SILT FENCE75 TON STONE FOR EROSION CONTROL,

CLASS A90 TON STONE FOR EROSION CONTROL,

CLASS B45 TON SEDIMENT CONTROL STONE1 ACR TEMPORARY MULCHING

50 LB SEED FOR TEMPORARY SEEDING0.25 TON FERTILIZER FOR TEMPORARY SEED-

ING60 LF TEMPORARY SLOPE DRAINS2 EA INLET PROTECTION AT TEMPORARY

SLOPE DRAINS350 LF SAFETY FENCE150 CY SILT EXCAVATION600 SY MATTING FOR EROSION CONTROL

75 LF 1/4" HARDWARE CLOTH1 ACR SEEDING & MULCHING

0.5 ACR MOWING50 LB SEED FOR REPAIR SEEDING

0.25 TON FERTILIZER FOR REPAIR SEEDING50 LB SEED FOR SUPPLEMENTAL SEEDING

0.75 TON FERTILIZER TOPDRESSING2 HR SPECIALIZED HAND MOWING

8 EA RESPONSE FOR EROSION CONTROL

******* BEGIN SCHEDULE AA ************** ( 3 ALTERNATES ) *******

224 LF 15" RC PIPE CULVERTS, CLASSIII

*** OR ***224 LF ***" HDPE PIPE CULVERTS

(15")*** OR ***

224 LF ***" ALUMINIZED CORRUGATEDSTEEL PIPE CULVERTS, ****"THICK(15", 0.064")

*** END SCHEDULE AA ***

STRUCTURE ITEMS

Lump Sum LS REMOVAL OF EXISTING STRUCTUREAT STATION ************(18+00.00 -L-)

Lump Sum LS UNCLASSIFIED STRUCTURE EXCAVA-TION AT STATION ********(18+00.00 -L-)

38.2 CY CLASS A CONCRETE (BRIDGE)Lump Sum LS BRIDGE APPROACH SLABS, STATION

************(18+00.00 -L-)

5,632 LB REINFORCING STEEL (BRIDGE)80,925 LS APPROX ........ LBS STRUCTURAL

STEEL910 LF HP12X53 STEEL PILES

176.1 LF VERTICAL CONCRETE BARRIER RAIL97 TON RIP RAP CLASS II (2'-0" THICK)

108 SY FILTER FABRIC FOR DRAINAGELump Sum LS ELASTOMERIC BEARINGSLump Sum LS EVAZOTE JOINT SEALSLump Sum LS GENERIC STRUCTURE ITEM

GROUTING AND POST-TENSIONING2,951 SF GENERIC STRUCTURE ITEM

BRIDGE DECK GRINDING11 EA GENERIC STRUCTURE ITEM

FULL-WIDTH PRECAST CONCRETEDECK PANELS

Page : 3 of 13

LENGTH = 2.646 MI

L060815 003

34961.3.3 DIV OFFICE GREENVILLEC201449 CONTRACT ID :

COUNTY : PITT

SR-1708 (FIRE TOWER RD) FROM NC-11/903 TO EAST OF SR-1709 (COREY RD) IN GREENVILLE.


DBE GOAL 12.0% COMPLETION DATE : NOV 01 2008

WIDENING, GRADING, DRAINAGE, PAVING, SIGNALS, & CULVERT.

ROADWAY ITEMS

Lump Sum LS MOBILIZATIONLump Sum LS CONSTRUCTION SURVEYINGLump Sum LS GRADING

1 ACR SUPPLEMENTARY CLEARING & GRUB-BING

18,350 CY UNDERCUT EXCAVATION675 TON CLASS IV SUBGRADE STABILIZA-

TION2,280 CY DRAINAGE DITCH EXCAVATION

180 LF BERM DITCH CONSTRUCTION25,250 CY SELECT GRANULAR MATERIAL24,900 SY FABRIC FOR SOIL STABILIZATION

360 SF TEMPORARY SHORING2,290 TON FOUNDATION CONDITIONING MATE-

RIAL, MINOR STRS28 LF **" SIDE DRAIN PIPE

(30")52 LF 15" SIDE DRAIN PIPE

144 LF 18" SIDE DRAIN PIPE136 LF 24" SIDE DRAIN PIPE

10,160 LF 15" RC PIPE CULVERTS, CLASSIII








544 LF 15" CS PIPE CULVERTS, 0.064"THICK



2 EA **" SADDLE BRANCH CONNECTOR(18")

32 LF 15" BIT COAT CS PIPE CULVERTS,TYPE B 0.064" THICK

56 LF 18" BIT COAT CS PIPE CULVERTS,TYPE B 0.064" THICK

2 EA 18" BIT COAT CS PIPE ELBOWS, TYPE B 0.064" THICK

126 LF **" X **" CAA STRUCTURAL PLATEPIPE ARCH, *****" THICK(137" x 85", 0.125")

5,142 LF PIPE REMOVAL500 TON AGGREGATE BASE COURSE500 TON INCIDENTAL STONE BASE

3,500 SY INCIDENTAL MILLING25,400 TON ASPHALT CONC BASE COURSE, TYPE

B25.0B26,200 TON ASPHALT CONC INTERMEDIATE

COURSE, TYPE I19.0B23,650 TON ASPHALT CONC SURFACE COURSE,

TYPE S9.5B3,743 TON ASPHALT BINDER FOR PLANT MIX,

GRADE PG 64-221,020 TON ASPHALT PLANT MIX, PAVEMENT

REPAIR450 CY SUBDRAIN EXCAVATION340 CY SUBDRAIN FINE AGGREGATE

2,000 LF 6" PERFORATED SUBDRAIN PIPE60 EA 6" SUBDRAIN PIPE WYES, TEES, &

ELBOWS24 LF 6" OUTLET PIPE (SUBDRAINS)4 EA CONCRETE PAD FOR SHOULDER

DRAIN PIPE OUTLET

16 EA TEMPORARY STEEL PLATE COVERSFOR MASONRY DRAINAGESTRUCTURE

5 CY ENDWALLS13 CY REINFORCED ENDWALLS6 CY PIPE COLLARS2 CY PIPE PLUGS

265 EA MASONRY DRAINAGE STRUCTURES6 CY MASONRY DRAINAGE STRUCTURES

38 LF MASONRY DRAINAGE STRUCTURES59 EA FRAME WITH TWO GRATES, STD


840.2419 EA FRAME WITH GRATE & HOOD, STD

840.03, TYPE **(E)

71 EA FRAME WITH GRATE & HOOD, STD840.03, TYPE **(F)

78 EA FRAME WITH GRATE & HOOD, STD840.03, TYPE **(G)

37 EA FRAME WITH COVER, STD 840.543 EA CONCRETE APRON FOR CATCH BASIN

13 EA CONCRETE APRON FOR DROP INLETS382 SF GENERIC GRADING ITEM (SF)

TEMPORARY FABRIC WALL3,500 LF 1'-6" CONCRETE CURB & GUTTER

27,500 LF 2'-6" CONCRETE CURB & GUTTER200 LF CONCRETE VALLEY GUTTER

14,000 SY 4" CONCRETE SIDEWALK730 SY CONCRETE WHEELCHAIR RAMPS

2,000 SY 6" CONCRETE DRIVEWAY10 SY 4" CONCRETE PAVED DITCH

1,900 SY 3" CONCRETE ISLAND COVERS3,400 SY 5" MONOLITHIC CONCRETE ISLANDS

(KEYED IN)60 EA ADJUSTMENT OF MANHOLES

140 EA ADJUSTMENT OF METER BOXES ORVALVE BOXES

525 LF STEEL BM GUARDRAIL10 EA ADDITIONAL GUARDRAIL POSTS6 EA GUARDRAIL ANCHOR UNITS, TYPE

CAT-16 EA GUARDRAIL ANCHOR UNITS, TYPE

350450 LF REMOVE EXISTING GUARDRAIL30 TON PLAIN RIP RAP, CLASS I91 TON PLAIN RIP RAP, CLASS B

2,810 SY FILTER FABRIC FOR DRAINAGE2 EA PREFORMED SCOUR HOLES WITH

LEVEL SPREADER APRON927 LF SUPPORTS, 3-LB STEEL U-CHANNEL

3 EA SIGN ERECTION, TYPE D73 EA SIGN ERECTION, TYPE E5 EA SIGN ERECTION, TYPE F2 EA RELOCATE SIGN, TYPE *****

(E)41 EA DISPOSAL OF SIGN SYSTEM, U-

CHANNEL2 EA DISPOSAL OF SUPPORT, U-CHANNEL

1,100 SF WORK ZONE SIGNS (STATIONARY)240 SF WORK ZONE SIGNS (PORTABLE)354 SF WORK ZONE SIGNS (BARRICADE

MOUNTED)2 EA FLASHING ARROW PANELS, TYPE C4 EA CHANGEABLE MESSAGE SIGN6 EA WARNING FLAG SETS

900 EA DRUMS200 EA CONES360 LF BARRICADES (TYPE III)

6,720 HR FLAGGER2 EA TEMPORARY CRASH CUSHIONS2 EA RESET TEMPORARY CRASH CUSHIONS2 EA TRUCK MOUNTED IMPACT ATTENUA-

TOR (60 MPH)200 LF PORTABLE CONCRETE BARRIER

Page : 4 of 13

200 LF RESET PORTABLE CONCRETE BAR-RIER

1,412 LF WATER FILLED BARRIER643 LF RESET WATER FILLED BARRIER720 HR POLICE

1,489 EA TEMPORARY RAISED PAVEMENTMARKERS



671 LF THERMOPLASTIC PAVEMENT MARKINGLINES (8", 90 MILS)


200 LF THERMOPLASTIC PAVEMENT MARKINGLINES (16", 120 MILS)


6 EA THERMOPLASTIC PAVEMENT MARKINGCHARACTER (120 MILS)

195 EA THERMOPLASTIC PAVEMENT MARKINGSYMBOL (90 MILS)




344 LF PAINT PAVEMENT MARKING LINES(16")


14 EA PAINT PAVEMENT MARKING CHARAC-TER

232 EA PAINT PAVEMENT MARKING SYMBOL52,324 LF REMOVAL OF PAVEMENT MARKING

LINES (4")827 LF REMOVAL OF PAVEMENT MARKING

LINES (8")261 LF REMOVAL OF PAVEMENT MARKING

LINES (24")130 EA REMOVAL OF PAVEMENT MARKING

SYMBOLS & CHARACTERS1,532 EA SNOWPLOWABLE PAVEMENT MARKERS1,300 TON FOUNDATION CONDITIONING MATE-

RIAL, UTILITIES CLASS ********(VI)

1,300 TON BEDDING MATERIAL, UTILITIESCLASS ************(IV)

282 TON PAVEMENT REPAIR FOR UTILITYWORK

1,534 LF 1" COPPER WATER PIPE, TYPE K297 LF 2" PVC WATER PIPE, SDR *******

(21, 200# WP)49 LF 4" PVC WATER PIPE, SDR *******

(21, 200# WP)1,722 LF 6" PVC WATER PIPE, SDR *******

(21, 200# WP)364 LF 12" PVC WATER PIPE, SDR ******

(21, 200# WP)12,447 LF **" PVC WATER PIPE, (C900), DR

**, *****WP(12", 18, 150#)

511 LF 8" PVC WATER PIPE, (C900), DR**, *****WP(18, 150#)

4,847 LF ***" PVC WATER PIPE, (C-900),DR ****, ****#WP(6", 14, 200#)

765 LF ***" PVC WATER PIPE, (C-900),DR ****, ****#WP(6", 18, 150#)

109 LF ***" PE WATER TUBING, SDR 9,*****WP(1", 200#)

52 EA 1" CORPORATION STOP1 EA **" GATE VALVE & VALVE BOX,

*****WP(4", 200#)

42 EA 6" GATE VALVE & VALVE BOX,200# WP

8 EA 8" GATE VALVE & VALVE BOX,*****WP(200#)

19 EA 12" GATE VALVE & VALVE BOX,*****WP(200#)

37 EA **"X**" TAPPING SADDLE(12" X 1")





2 EA 12" TRANSITION COUPLING,************(PVC TO AC)

1 EA FIRE HYDRANT, *****# WP(150#)

15 EA RELOCATE EXISTING FIRE HYDRANT50 LF **" PVC FORCE MAIN SEWER PIPE,

************(4", SDR 21, 200# WP)

2,851 LF **" PVC FORCE MAIN SEWER PIPE,************(8", SDR 21, 200# WP)

336 LF FILL OR REMOVE ABANDONED **"PIPE, ************(12", AC)

7 EA BREAK DOWN & REBUILD EXISTINGMANHOLE

120 LF **" STEEL ENCASEMENT PIPE,*****" THICK, BY BORING &JACKING(16", 0.250")

150 LF **" STEEL ENCASEMENT PIPE,*****" THICK, BY BORING &JACKING(16", 0.281")

180 LF 12-3/4" STEEL ENCASEMENT PIPE,*****" THICK, BY BORING &JACKING(0.188")

150 LF 18" STEEL ENCASEMENT PIPE,*****" THICK, BY BORING &JACKING(0.312")



2 EA GENERIC UTILITY ITEM12" INSERTING GATE VALVE &VALVE BOX, 200# WP (WATER)

14 EA GENERIC UTILITY ITEM12" RESTRAINED RETAINER GLAND200# WP

2 EA GENERIC UTILITY ITEM12" X 12" DI LOCKING TEE



5 EA GENERIC UTILITY ITEM2" BALL VALVE

1 EA GENERIC UTILITY ITEM4" INSERTING GATE VALVE &VALVE BOX, 200# WP (SEWER)

1 EA GENERIC UTILITY ITEM6" INSERTING GATE VALVE &VALVE BOX, 200# WP (WATER)





2 EA GENERIC UTILITY ITEM8" SEWER LINE GATE VALVE ANDVALVE BOX, 200# WP

3 EA GENERIC UTILITY ITEMBREAKDOWN REBUILD & ROTATE TOPFOR EXISTING MANHOLE

2 EA GENERIC UTILITY ITEMBREAKDOWN REBUILD & ROTATE TOPFOR EXISTING MANHOLE (CONCENT-RIC TOP)

15 EA GENERIC UTILITY ITEMRELOCATE 4" SANITARY SEWERCLEANOUT

5 EA GENERIC UTILITY ITEMRELOCATE 6" SANITARY SEWERCLEANOUT

12 EA GENERIC UTILITY ITEMRELOCATE EXISTING RPZ BACKFLOWPREVENTION SYSTEM

47 EA GENERIC UTILITY ITEMRELOCATE EXISTING WATER METER

Page : 5 of 13

1 EA GENERIC UTILITY ITEMRELOCATE EXISTING WATER METERWITH NEW VAULT

4 EA GENERIC UTILITY ITEMROTATE TOP FOR EXISTING MAN-HOLE

3 EA GENERIC UTILITY ITEMROTATE TOP FOR EXISTING MAN-HOLE (CONCENTRIC TOP)

300 LF GENERIC UTILITY ITEM10" HDPE FORCE MAIN SEWER PIPESDR 9, 200# WP BY DIRECTIONALBORE

20 LF GENERIC UTILITY ITEM12" DI WATER PIPE, PC 350

600 LF GENERIC UTILITY ITEM14" HDPE WATER PIPE, SDR 9,200# WP BY DIRECTIONAL BORE

1,000 LF GENERIC UTILITY ITEM4" PVC SEWER PIPE, SCH 40

400 LF GENERIC UTILITY ITEM6" PVC SEWER PIPE, SCH 40

100 LF GENERIC UTILITY ITEM8" DI FORCE MAIN SEWER PIPE,PC 350

250 LF GENERIC UTILITY ITEM8" HDPE WATER PIPE, SDR 9,200# WP BY DIRECTIONAL BORE

140 LF GENERIC UTILITY ITEMCEMENT GROUT FOR FILLING 4"PVC ABANDONED PIPE & ENCASE-MENT



6,500 LB GENERIC UTILITY ITEMDUCTILE IRON SEWER PIPEFITTINGS, 250# MIN WP

10,325 LB GENERIC UTILITY ITEMDUCTILE IRON WATER PIPEFITTINGS, 250# MIN WP

Lump Sum LS GENERIC UTILITY ITEMINSTALL 4" MDPE GAS MAIN


CLASS A1,220 TON STONE FOR EROSION CONTROL,

CLASS B1,575 TON SEDIMENT CONTROL STONE

35 ACR TEMPORARY MULCHING1,250 LB SEED FOR TEMPORARY SEEDING

5 TON FERTILIZER FOR TEMPORARY SEED-ING

230 LF TEMPORARY SLOPE DRAINS5 EA INLET PROTECTION AT TEMPORARY

SLOPE DRAINS750 LF SAFETY FENCE

3,340 CY SILT EXCAVATION2,900 SY MATTING FOR EROSION CONTROL

250 SY COIR FIBER MAT4,000 SY PERMANENT SOIL REINFORCEMENT

MAT6,000 LF 1/4" HARDWARE CLOTH

455 LF **" TEMPORARY PIPE(18")

4 EA SPECIAL STILLING BASINS35 ACR SEEDING & MULCHING21 ACR MOWING

300 LB SEED FOR REPAIR SEEDING0.75 TON FERTILIZER FOR REPAIR SEEDING850 LB SEED FOR SUPPLEMENTAL SEEDING27 TON FERTILIZER TOPDRESSING

275 LF IMPERVIOUS DIKE2 HR SPECIALIZED HAND MOWING

0.2 ACR REFORESTATION0.2 ACR STREAMBANK REFORESTATION

8 EA GENERIC EROSION CONTROL ITEMFAIRCLOTH SKIMMER (2")

3 EA GENERIC EROSION CONTROL ITEMFAIRCLOTH SKIMMER (2-1/2")

36 EA GENERIC EROSION CONTROL ITEMRESPONSE FOR EROSION CONTROL

38 EA PEDESTRIAN SIGNAL HEAD (**",** SECTION)(16", 1 SECTION W/COUNTDOWN)

16,751 LF SIGNAL CABLE73 EA VEHICLE SIGNAL HEAD (12", 3

SECTION)

2 EA VEHICLE SIGNAL HEAD (12", 4SECTION)


12 EA BACKPLATE14,300 LF MESSENGER CABLE (1/4")1,648 LF MESSENGER CABLE (3/8")

150 LF JACK & BORE825 LF TRACER WIRE460 LF TRENCHING (PAVED)

9,252 LF TRENCHING (UNPAVED)495 LF DIRECTIONAL DRILL POLYETHYLENE

CONDUIT, *****" (** CONDUIT)(2", 1)

1,465 LF DIRECTIONAL DRILL POLYETHYLENECONDUIT, *****" (** CONDUIT)(2", 2)

58 EA JUNCTION BOX (STANDARD SIZE)11 EA JUNCTION BOX (OVER-SIZED)12 EA WOOD POLE24 EA GUY ASSEMBLY3 EA 1" RISER WITH WEATHERHEAD

15 EA 2" RISER WITH WEATHERHEAD8 EA 2" RISER WITH HEAT SHRINK

TUBING12,326 LF INDUCTIVE LOOP SAWCUT24,971 LF LEAD-IN CABLE18,095 LF COMMUNICATIONS CABLE (**FIBER)

(12)6 EA INTERCONNECT CENTER7 EA FIBER-OPTIC TRANSCEIVER

11 EA DELINEATOR MARKER1 EA FURNISH FIBER-OPTIC RESTORA-

TION KIT1 EA FURNISH FIBER-OPTIC TRANSCEIV-

ER22 EA SOIL TEST5 EA SIGNAL PEDESTAL WITH FOUNDA-

TION11 EA SIGN FOR SIGNALS6 EA SIGNAL CABINET FOUNDATION6 EA CONTROLLER WITH CABINET (NEMA

TS-2, TYPE 2 CONTROLLER, TYPE1 CABINET, BASE MOUNTED)

44 EA DETECTOR CARD (NEMA TS-2)1 EA GENERIC SIGNAL ITEM

CCTV CAMERA ASSEMBLY1 EA GENERIC SIGNAL ITEM

FIBER OPTIC VIDEO/DATA RECEI-VER

1 EA GENERIC SIGNAL ITEMFIBER OPTIC VIDEO/DATA TRANS-MITTER

23 EA GENERIC SIGNAL ITEMLUMINAIRE MAST ARM

22 EA GENERIC SIGNAL ITEMMAST ARM WITH METAL POLE DE-SIGN

21 EA GENERIC SIGNAL ITEMMETAL POLE W/ SINGLE MAST ARM

1 EA GENERIC SIGNAL ITEMMETAL POLE WITH DUAL MAST ARM

165 LF GENERIC SIGNAL ITEMUNDERGROUND POLETHYLENE CON-DUIT, (2", 1)

188 CY GENERIC SIGNAL ITEMDRILLED PIER FOUNDATION

CULVERT ITEMS

Lump Sum LS PRECAST REINFORCED CONC BOXCULVERT AT STA ************(33+52.00 -L-)

Lump Sum LS CULVERT EXCAVATION, STA ******(33+52.00 -L-)

112 TON FOUNDATION CONDITIONING MATER-IAL, BOX CULVERT

56 TON PLAIN RIP RAP, CLASS **( I )

63 SY FILTER FABRIC FOR DRAINAGE

WALL ITEMS

Lump Sum LS GENERIC RETAINING WALL ITEMMODULAR BLOCK RETAINING WALLAT STA 143+00.00 -WALL 2-

Lump Sum LS GENERIC RETAINING WALL ITEMVIBRATION MONITORING

Page : 6 of 13

2,007 SF GENERIC RETAINING WALL ITEMPILE / PANEL RETAINING WALLAT STA 110+43.50 -WALL 1-

Page : 7 of 13

LENGTH = 1.530 MI

L060815 004

35881 DIV OFFICE FAYETTEVILLEC201624 CONTRACT ID :

COUNTY : COLUMBUS

NC-130 FROM SR-1435 TO SECC, AND SR-1552 (SMYRNA RD) AT US-701 BYPASS.


MBE GOAL 5.0% WBE 3.0% COMPLETION DATE : AUG 24 2007

WIDENING, GRADING, DRAINAGE, PAVING, & CULVERT EXT.

ROADWAY ITEMS

Lump Sum LS MOBILIZATIONLump Sum LS GRADING

1,000 CY UNDERCUT EXCAVATION105 TON FOUNDATION CONDITIONING MATE-

RIAL, MINOR STRS538 LF PIPE REMOVAL170 TON INCIDENTAL STONE BASE

2,970 SY INCIDENTAL MILLING4,450 TON ASPHALT CONC BASE COURSE, TYPE



TYPE S9.5B642 TON ASPHALT BINDER FOR PLANT MIX,

GRADE PG 64-221.75 CY PIPE COLLARS344 LF **"X **" CONCRETE CURB

(8" X 12")65 SY 6" CONCRETE DRIVEWAY

125 SY 5" MONOLITHIC CONCRETE ISLANDS(KEYED IN)

6 EA ADJUSTMENT OF MANHOLES3 EA ADJUSTMENT OF METER BOXES OR

VALVE BOXES15,900 LF THERMOPLASTIC PAVEMENT MARKING

LINES (4", 90 MILS)19,815 LF THERMOPLASTIC PAVEMENT MARKING

LINES (4", 120 MILS)335 LF THERMOPLASTIC PAVEMENT MARKING


LINES (8", 120 MILS)50 EA THERMOPLASTIC PAVEMENT MARKING

SYMBOL (90 MILS)363 EA PERMANENT RAISED PAVEMENT

MARKERS15 LF 6" WATER LINE1 EA 6" VALVE1 EA RELOCATE FIRE HYDRANT2 EA GENERIC UTILITY ITEM

BREAKDOWN & REBUILD EXT MAN-HOLE

20 LF GENERIC UTILITY ITEM12" DI SEWER PIPE, CLASS 52



CLASS B215 TON SEDIMENT CONTROL STONE

9 ACR TEMPORARY MULCHING350 LB SEED FOR TEMPORARY SEEDING

1.25 TON FERTILIZER FOR TEMPORARY SEED-ING


SLOPE DRAINS785 CY SILT EXCAVATION

5,600 SY MATTING FOR EROSION CONTROL20 LF 1/4" HARDWARE CLOTH10 LF **" TEMPORARY PIPE

(18")18 CY STILLING BASINS

8.75 ACR SEEDING & MULCHING5.5 ACR MOWING110 LB SEED FOR REPAIR SEEDING0.3 TON FERTILIZER FOR REPAIR SEEDING225 LB SEED FOR SUPPLEMENTAL SEEDING

6.25 TON FERTILIZER TOPDRESSING10 LF IMPERVIOUS DIKE1 HR SPECIALIZED HAND MOWING8 EA RESPONSE FOR EROSION CONTROL

550 LF SIGNAL CABLE4 EA VEHICLE SIGNAL HEAD (12", 3

SECTION)


1,663 LF MESSENGER CABLE (1/4")360 LF MESSENGER CABLE (3/8")150 LF TRACER WIRE90 LF PAVED TRENCHING (***********)

(1, 2")825 LF UNPAVED TRENCHING (**********)

(1, 2")150 LF DIRECTIONAL DRILL (**********)

(1, 2")7 EA JUNCTION BOX (STANDARD SIZE)2 EA JUNCTION BOX (OVER-SIZED, HEA-

VY DUTY)4 EA WOOD POLE

15 EA GUY ASSEMBLY2 EA 1" RISER WITH WEATHERHEAD3 EA 2" RISER WITH WEATHERHEAD2 EA 2" RISER WITH HEAT SHRINK

TUBING550 LF INDUCTIVE LOOP SAWCUT

1,420 LF LEAD-IN CABLE (************)(18-2)

2,313 LF COMMUNICATIONS CABLE (**FIBER)(12)

2 EA INTERCONNECT CENTER1 EA DELINEATOR MARKER1 EA CONDUIT ENTRANCE INTO EXISTING

FOUNDATION1 EA CONTROLLER WITH CABINET (TYPE

2070L, BASE MOUNTED)7 EA DETECTOR CARD (TYPE 2070L)1 EA CABINET BASE EXTENDER

Lump Sum LS CULVERT EXCAVATION, STA ******(32+29.90 -L-REV )


331.9 CY CLASS A CONCRETE (CULVERT)3,262 LB REINFORCING STEEL (CULVERT)

45 TON RIP RAP, CLASS **(I)

225 SY FILTER FABRIC FOR DRAINAGE2 EA GENERIC STRUCTURE ITEM

16" STEEL PIPE SLEEVE





*** OR ***156 LF 24" RC PIPE CULVERTS, CLASS

III108 LF ***" HDPE PIPE CULVERTS

(15")466 LF ***" HDPE PIPE CULVERTS


(24")*** OR ***


108 LF ***" ALUMINIZED CORRUGATEDSTEEL PIPE CULVERTS, ****"THICK(15")


Page : 8 of 13



Page : 9 of 13

LENGTH = 0.218 MI

L060815 005

33451.3.1 DIV OFFICE FAYETTEVILLEC201257 CONTRACT ID :

COUNTY : CUMBERLAND

BRIDGE OVER GUM LOG CREEK & APPROACHES ON SR-1728.


DBE GOAL 7.0% COMPLETION DATE : SEE SPECIAL PROVISIONS

GRADING, DRAINAGE, PAVING, & STRUCTURE.

ROADWAY ITEMS

Lump Sum LS MOBILIZATIONLump Sum LS CONSTRUCTION SURVEYINGLump Sum LS REINFORCED BRIDGE APPROACH

FILL, STATION ************(15+59.50)

Lump Sum LS GRADING1 ACR SUPPLEMENTARY CLEARING & GRUB-

BING100 CY UNDERCUT EXCAVATION100 CY SELECT GRANULAR MATERIAL100 SY FABRIC FOR SOIL STABILIZATION

15 TON FOUNDATION CONDITIONING MATE-RIAL, MINOR STRS

40 LF 24" SIDE DRAIN PIPE32 LF 15" RC PIPE CULVERTS, CLASS

III24 LF 18" RC PIPE CULVERTS, CLASS

III20 LF 15" BIT COAT CS PIPE CULVERTS,

TYPE B 0.064" THICK2 EA 15" BIT COAT CS PIPE ELBOWS,

TYPE B 0.064" THICK100 TON INCIDENTAL STONE BASE

1,200 SY INCIDENTAL MILLING680 TON ASPHALT CONC BASE COURSE, TYPE

B25.0B700 TON ASPHALT CONC SURFACE COURSE,

TYPE SF9.5A76 TON ASPHALT BINDER FOR PLANT MIX,

GRADE PG 64-2256 CY SUBDRAIN EXCAVATION42 CY SUBDRAIN FINE AGGREGATE

250 LF 6" PERFORATED SUBDRAIN PIPE9 EA 6" SUBDRAIN PIPE WYES, TEES, &

ELBOWS1 EA CONCRETE PAD FOR SUBDRAIN PIPE

OUTLET6 LF 6" OUTLET PIPE (SUBDRAINS)

0.9 CY PIPE COLLARS0.09 CY PIPE PLUGS

2 EA MASONRY DRAINAGE STRUCTURES2 EA FRAME WITH GRATE, STD 840.29

487.5 LF STEEL BM GUARDRAIL62.5 LF STEEL BM GUARDRAIL, SHOP

CURVED5 EA ADDITIONAL GUARDRAIL POSTS2 EA GUARDRAIL ANCHOR UNITS, TYPE

AT-14 EA GUARDRAIL ANCHOR UNITS, TYPE

III4 EA GUARDRAIL ANCHOR UNITS, TYPE

3503 TON PLAIN RIP RAP, CLASS B

245 SY FILTER FABRIC FOR DRAINAGE31.25 SF CONTRACTOR FURNISHED, TYPE ***

SIGN(E)

7.188 SF CONTRACTOR FURNISHED, TYPE ***SIGN(F)

71 LF SUPPORTS, 3-LB STEEL U-CHANNEL3 EA SIGN ERECTION, TYPE E1 EA SIGN ERECTION, TYPE F

10 EA DISPOSAL OF SIGN SYSTEM, U-CHANNEL

431 SF WORK ZONE SIGNS (STATIONARY)57 SF WORK ZONE SIGNS (BARRICADE

MOUNTED)6 EA WARNING FLAG SETS

20 EA DRUMS48 LF BARRICADES (TYPE III)50 MD FLAGGER


32 LF PAINT PAVEMENT MARKING LINES(24")

20 EA PERMANENT RAISED PAVEMENTMARKERS

22 TON FOUNDATION CONDITIONING MATE-RIAL, UTILITIES CLASS ********(VI)

22 TON BEDDING MATERIAL, UTILITIESCLASS ************(VI)

204 LF 12" DI WATER PIPE, PC 35038 LF ***" PE WATER PIPE, SDR *****,

*****#WP(3/4", SDR 7, 200#)

1,510 LB DUCTILE IRON WATER PIPE FIT-TINGS, 250# MIN WP

2 EA RELOCATE EXISTING WATER METER204 LF FILL OR REMOVE ABANDONED 12"

PIPE, ************(PVC WATER)



CLASS B45 TON SEDIMENT CONTROL STONE

1.5 ACR TEMPORARY MULCHING50 LB SEED FOR TEMPORARY SEEDING

0.25 TON FERTILIZER FOR TEMPORARY SEED-ING


SLOPE DRAINS200 LF SAFETY FENCE100 CY SILT EXCAVATION

1,100 SY MATTING FOR EROSION CONTROL60 LF 1/4" HARDWARE CLOTH

1.5 ACR SEEDING & MULCHING1 ACR MOWING

50 LB SEED FOR REPAIR SEEDING0.25 TON FERTILIZER FOR REPAIR SEEDING

50 LB SEED FOR SUPPLEMENTAL SEEDING1 TON FERTILIZER TOPDRESSING

2.5 HR SPECIALIZED HAND MOWING8 EA GENERIC EROSION CONTROL ITEM

RESPONSE FOR EROSION CONTROL

STRUCTURE ITEMS


Lump Sum LS UNCLASSIFIED STRUCTURE EXCAVA-TION AT STATION ********(15+59.50 -L-)

4,599 SF GROOVING BRIDGE FLOORS45.4 CY CLASS A CONCRETE (BRIDGE)

Lump Sum LS BRIDGE APPROACH SLABS, STATION************(15+59.50 -L-)

7,568 LB REINFORCING STEEL (BRIDGE)735 LF HP12X53 STEEL PILES

Lump Sum LS GALVANIZING STEEL PILES AT STA************(15+59.50 -L-)

245.5 LF CONCRETE BARRIER RAIL185 TON PLAIN RIP RAP CLASS II (2'-0"

THICK)206 SY FILTER FABRIC FOR DRAINAGE

Lump Sum LS ELASTOMERIC BEARINGS1,347.5 LF 3'-0" X 1'-9" PRESTRESSED CONC

CORED SLABSLump Sum LS GENERIC STRUCTURE ITEM

DEBRIS REMOVAL3,670 SF GENERIC STRUCTURE ITEM

CONCRETE WEARING SURFACE1,000 DOL CONTRACT TIME

Page : 10 of 13

LENGTH = 4.400 MI

L060815 006

38737.3.1 DIV OFFICE ASHEVILEC201632 CONTRACT ID :

COUNTY : BUNCOMBE

I-40 EASTBOUND AND WESTBOUND FROM MP-55 TO MP-59.


DBE GOAL 4.0% COMPLETION DATE : JUN 15 2007

MILLING, RESURFACING OR HOT-IN-PLACE RECYCLING & PVT MKINGS.

ROADWAY ITEMS

Lump Sum LS MOBILIZATION92,928 LF MILLED RUMBLE STRIPS

1 EA FLASHING ARROW PANELS, TYPE C1 EA TRUCK MOUNTED IMPACT ATTENUA-

TOR (60 MPH)92,928 LF THERMOPLASTIC PAVEMENT MARKING



LINES (12", 90 MILS)209,088 LF PAINT PAVEMENT MARKING LINES

(6")7,200 LF PAINT PAVEMENT MARKING LINES

(12")92,928 LF GENERIC PAVEMENT MARKING ITEM

HOT SPRAY THERMO PAVEMENTMARKING LINES (6", 40 MILS)

756 EA SNOWPLOWABLE PAVEMENT MARKERS


6,806 SY MILLING ASPHALT PAVEMENT, ***"DEPTH(2")

154 TON ASPHALT BINDER FOR PLANT MIX,GRADE PG 64-22

12,390 GAL EMULSIFIED ASPHALT REJUVENA-TING AGENT

2,816 TON HOT MIX ASPHALT ADMIXTURE123,904 SY GENERIC PAVING ITEM

HOT-IN-PLACE RECYCLEDASPHALT CONCRETE, TYPE S12.5C

*** OR ***130,710 SY MILLING ASPHALT PAVEMENT, ***"

DEPTH(2")

15,519 TON ASPHALT CONC SURFACE COURSE,TYPE S12.5C



Page : 11 of 13

LENGTH = 0.129 MI

L060815 007

33407.3.1 DIV OFFICE ASHEVILEC201443 CONTRACT ID :

COUNTY : BURKE

CULVERT ON CANOE CREEK AND APPROACHES ON SR-1244.


DBE GOAL 6.0% COMPLETION DATE : AUG 15 2007

GRADING, DRAINAGE, PAVING, & CULVERT.

ROADWAY ITEMS

Lump Sum LS MOBILIZATION1 ACR SUPPLEMENTARY CLEARING & GRUB-

BING100 CY UNDERCUT EXCAVATION

Lump Sum LS GRADING500 TON CLASS IV SUBGRADE STABILIZA-

TION1,875 CY BORROW EXCAVATION

595 CY DRAINAGE DITCH EXCAVATION500 CY SELECT GRANULAR MATERIAL500 SY FABRIC FOR SOIL STABILIZATION300 SF TEMPORARY SHORING


20 LF 15" SIDE DRAIN PIPE24 LF PIPE REMOVAL50 TON INCIDENTAL STONE BASE

520 TON ASPHALT CONC BASE COURSE, TYPEB25.0B

280 TON ASPHALT CONC SURFACE COURSE,TYPE SF9.5A


25 TON ASPHALT PLANT MIX, PAVEMENTREPAIR

12 EA RIGHT OF WAY MARKERS225 CY SUBDRAIN EXCAVATION170 CY SUBDRAIN FINE AGGREGATE

1,000 LF 6" PERFORATED SUBDRAIN PIPE30 EA 6" SUBDRAIN PIPE WYES, TEES, &


OUTLET12 LF 6" OUTLET PIPE (SUBDRAINS)

150 CY SELECT GRANULAR MATERIAL FORTEMPORARY FABRIC WALL

600 SY FABRIC FOR TEMPORARY FABRICWALL

650 LF STEEL BM GUARDRAIL37.5 LF STEEL BM GUARDRAIL, SHOP

CURVED5 EA ADDITIONAL GUARDRAIL POSTS1 EA GUARDRAIL ANCHOR UNITS, TYPE

************(RETROFIT)

4 EA GUARDRAIL ANCHOR UNITS, TYPE350

25 LF TEMPORARY STEEL BM GUARDRAIL2 EA GUARDRAIL ANCHOR UNITS, TYPE

350 TEMPORARY200 TON PLAIN RIP RAP, CLASS I

2 TON PLAIN RIP RAP, CLASS B675 SY FILTER FABRIC FOR DRAINAGE

12.5 SF CONTRACTOR FURNISHED, TYPE ***SIGN(E)

27 LF SUPPORTS, 3-LB STEEL U-CHANNEL2 EA SIGN ERECTION, TYPE E

10 EA DISPOSAL OF SIGN SYSTEM, U-CHANNEL

114 SF WORK ZONE SIGNS (STATIONARY)154 SF WORK ZONE SIGNS (PORTABLE)

20 SF WORK ZONE SIGNS (BARRICADEMOUNTED)

30 EA DRUMS20 EA CONES48 LF BARRICADES (TYPE III)

2,160 HR FLAGGER2 EA TEMPORARY CRASH CUSHIONS

110 LF PORTABLE CONCRETE BARRIER18 EA TEMPORARY RAISED PAVEMENT

MARKERS12,162 LF PAINT PAVEMENT MARKING LINES

(4")88 LF PAINT PAVEMENT MARKING LINES

(24")

200 LF REMOVAL OF PAVEMENT MARKINGLINES (4")



CLASS B40 TON SEDIMENT CONTROL STONE1 ACR TEMPORARY MULCHING


ING200 LF SAFETY FENCE235 CY SILT EXCAVATION775 SY MATTING FOR EROSION CONTROL140 CY STILLING BASINS

1 ACR SEEDING & MULCHING0.5 ACR MOWING50 LB SEED FOR REPAIR SEEDING


0.5 TON FERTILIZER TOPDRESSING745 LF IMPERVIOUS DIKE

2 HR SPECIALIZED HAND MOWING196 CY CULVERT DIVERSION CHANNEL

8 EA GENERIC EROSION CONTROL ITEMRESPONSE FOR EROSION CONTROL

CULVERT ITEMS


Lump Sum LS CULVERT EXCAVATION, STA ******(12+79.00 -L-)


236.8 CY CLASS A CONCRETE (CULVERT)46,557 LB REINFORCING STEEL (CULVERT)

Page : 12 of 13

LENGTH = 0.934 MI

L060815 008

37301 DIV OFFICE ASHEVILEC201628 CONTRACT ID :

COUNTY : BURKE

SR-1419 (BOST RD) FROM NC-181 INTERSECTION TO NORTH OF SR-1421 (LOST CORNER RD).


MBE GOAL 5.0% WBE 6.0% COMPLETION DATE : NOV 15 2007

WIDENING, GRADING, DRAINAGE, PAVING, AND CURB & GUTTER.

ROADWAY ITEMS

Lump Sum LS MOBILIZATIONLump Sum LS CONSTRUCTION SURVEYINGLump Sum LS CLEARING & GRUBBING .. ACRE(S)

0.1 ACR SUPPLEMENTARY CLEARING & GRUB-BING

1,075 CY UNCLASSIFIED EXCAVATION3,500 CY UNDERCUT EXCAVATION

11,750 CY BORROW EXCAVATION675 CY DRAINAGE DITCH EXCAVATION180 SY REMOVAL OF EXISTING ASPHALT

PAVEMENT1,050 CY SELECT GRANULAR MATERIAL2,350 SY FABRIC FOR SOIL STABILIZATION


2 EA **" X **" X **" RC PIPE TEES,CLASS III(15" X 15" X 15")

152 LF ***" X ***" BIT COAT CS PIPEARCH CULVERTS, TYPE A *****"THICK(87" X 63", 0.109")

1,400 LF PIPE REMOVALLump Sum LS FINE GRADING

350 TON INCIDENTAL STONE BASE4,550 TON ASPHALT CONC BASE COURSE, TYPE



TYPE S9.5B675 TON ASPHALT BINDER FOR PLANT MIX,

GRADE PG 64-22260 TON ASPHALT PLANT MIX, PAVEMENT

REPAIR25 EA RIGHT OF WAY MARKERS8 CY SUBDRAIN EXCAVATION8 CY SUBDRAIN FINE AGGREGATE

200 LF 6" PERFORATED SUBDRAIN PIPE6 EA 6" SUBDRAIN PIPE WYES, TEES, &


OUTLET6 LF 6" OUTLET PIPE (SUBDRAINS)6 EA TEMPORARY STEEL PLATE COVERS

FOR MASONRY DRAINAGESTRUCTURE

19.4 CY REINFORCED ENDWALLS30 CY FLOWABLE FILL55 EA MASONRY DRAINAGE STRUCTURES

0.85 LF MASONRY DRAINAGE STRUCTURES13 EA FRAME WITH TWO GRATES, STD


840.241 EA FRAME WITH GRATE & HOOD, STD

840.03, TYPE **(E)

15 EA FRAME WITH GRATE & HOOD, STD840.03, TYPE **(F)

17 EA FRAME WITH GRATE & HOOD, STD840.03, TYPE **(G)

3 EA FRAME WITH COVER, STD 840.541 EA STEEL FRAME WITH TWO GRATES,

STD 840.378,800 LF 2'-6" CONCRETE CURB & GUTTER2,550 SY 4" CONCRETE SIDEWALK

7 EA CONCRETE WHEELCHAIR RAMPS360 SY 6" CONCRETE DRIVEWAY

4 SY 3" CONCRETE ISLAND COVERS7 EA ADJUSTMENT OF MANHOLES3 EA ADJUSTMENT OF METER BOXES OR

VALVE BOXES662.5 LF STEEL BM GUARDRAIL

12.5 LF STEEL BM GUARDRAIL, SHOPCURVED

5 EA ADDITIONAL GUARDRAIL POSTS1 EA GUARDRAIL ANCHOR UNITS, TYPE

AT-15 EA GUARDRAIL ANCHOR UNITS, TYPE

35040 TON RIP RAP, CLASS I

410 TON RIP RAP, CLASS B1,100 SY FILTER FABRIC FOR DRAINAGE

130 SF WORK ZONE SIGNS (STATIONARY)208 SF WORK ZONE SIGNS (PORTABLE)149 EA DRUMS60 EA CONES

1,600 HR FLAGGER45 EA TEMPORARY RAISED PAVEMENT

MARKERS850 LF THERMOPLASTIC PAVEMENT MARKING




LINES (24", 120 MILS)21 EA THERMOPLASTIC PAVEMENT MARKING

SYMBOL (90 MILS)29,740 LF PAINT PAVEMENT MARKING LINES

(4")217 EA SNOWPLOWABLE PAVEMENT MARKERS

2 EA RELOCATE FIRE HYDRANT2,200 LF TEMPORARY SILT FENCE

90 TON STONE FOR EROSION CONTROL,CLASS A

585 TON STONE FOR EROSION CONTROL,CLASS B

465 TON SEDIMENT CONTROL STONE4 ACR TEMPORARY MULCHING


ING45 LF TEMPORARY SLOPE DRAINS1 EA INLET PROTECTION AT TEMPORARY

SLOPE DRAINS300 LF SAFETY FENCE915 CY SILT EXCAVATION

3,000 SY MATTING FOR EROSION CONTROL1,260 LF 1/4" HARDWARE CLOTH

4 ACR SEEDING & MULCHING2.5 ACR MOWING50 LB SEED FOR REPAIR SEEDING


3 TON FERTILIZER TOPDRESSING205 LF IMPERVIOUS DIKE

2 HR SPECIALIZED HAND MOWING4 EA RESPONSE FOR EROSION CONTROL3 EA GENERIC EROSION CONTROL ITEM

SPECIAL STILLING BASINS








III2,100 LF 24" RC PIPE CULVERTS, CLASS

III

Page : 13 of 13










III256 LF ***" HDPE PIPE CULVERTS




(30")


Documents

connect.ncdot.gov Michael A Pettyjohn, PE PO BOX 250 NORTH WILKESBORO ... MBE GOAL 3.0% WBE 2.0% COMPLETION DATE : ... Lump Sum LS EVAZOTE JOINT SEALS