A00802-608634.pdf
PDF 170 KB Posted
- Attached to
- 608634 DEERFIELD FAP No. BFL(BR-OFF)-0032(052)X Bridge Replacement, D-06-001, Upper Road over Deer
- Solicitation number
- BD-26-1030-0H100-0H002-130064
- Issued by
- Franklin County, Massachusetts
About this file
This is a detail sheet prepared by the Massachusetts Department of Transportation Highway Division for Proposal No. 608634-134590, documenting the estimate of quantities and specifications for a bridge replacement project on Upper Road over Deerfield River in Deerfield, Massachusetts, spanning stations 10+18.96 to 17+95.00. The project involves substantial excavation work including 780 cubic yards of earth excavation, 680 cubic yards of rock excavation, and 470 cubic yards of bridge excavation, along with various gravel borrow and trench excavation tasks. Pavement work encompasses 2,003 square yards of full-depth pavement construction and 260 square yards of fine milling and resurfacing utilizing superpave asphalt specifications with multiple course layers. Additional project scope includes drainage infrastructure installation with reinforced concrete pipes, curb and guardrail placement and removal, utility conduit and fiber optic cable installation, erosion and sediment control measures, pavement markings and signage, and environmental protection elements such as turtle exclusion barriers and native seeding. The estimated project value is $23,663,000, with sealed electronic proposals required by June 30, 2026 at 2:00 p.m. through www.bidx.com.
Bidders must be pre-qualified by MassDOT in the bridge construction category prior to submission and must hold valid vendor codes and Digital IDs at least fourteen days before the bid opening date. A proposal guaranty equal to 5 percent of the bid value is required at submission. The contract is subject to prevailing wage rates established by the Massachusetts Department of Labor and Workforce Development and the U.S. Department of Labor, with price adjustment provisions for hot mix asphalt, Portland cement, diesel fuel, gasoline, and structural steel based on factors published on MassDOT's Highway Division website. The project is federally funded under Federal Aid Project No. BFL(BR-OFF)-0032(052)X and subject to Title VI of the Civil Rights Act of 1964, Equal Employment Opportunity requirements under Executive Order 11246, and Architectural Access Board regulations. Proposal documents are available through www.bidx.com for official bidders, while informational documents including plans and special provisions may be requested at no charge from MassDOTBidDocuments@dot.state.ma.us.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 608634 - Plan Holders List 6-16-2026.pdf | ||
| A00820-608634.pdf | ||
| A00808-608634.pdf | ||
| A00875-608634.pdf | ||
| A00844-608634.pdf | ||
| A00832-608634.pdf | ||
| A00806-608634.pdf | ||
| A00811-608634.pdf | ||
| 608634 Bid Items List.txt | TXT text file | |
| A00807-608634.pdf | ||
| A00834-608634.pdf | ||
| A00830-608634.pdf | ||
| A00801-608634.pdf | ||
| A00831-608634.pdf | ||
| 608634 - Notice to Contractors.pdf | ||
| A00810-608634.pdf | ||
| A00842-608634.pdf | ||
| A00833-608634.pdf |
Show all 18
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Text version
Massachusetts Department Of Transportation Highway Division Proposal No. 608634-134590
A00802 - 1
DOCUMENT A00802
DETAIL SHEETS
A00802 - 2
*** THIS PAGE IS INTENTIONALLY LEFT BLANK ***
A00802 - 3
THE COMMONWEALTH OF MASSACHUSETTS
MASSACHUSETTS DEPARTMENT OF TRANSPORTATION
10 PARK PLAZA, BOSTON MA
-ESTIMATE OF QUANTITIES - DETAIL SHEET-
CITY/TOWN: DATE:
Deerfield, MA 2/6/2026
STATION: ROAD:
10+18.96 - 17+95.00 Upper Road over Deerfield River
Earth Excavation: 780 CY Gravel Borrow: 630 CY Class B Trench Excavation: 20 CY Crushed Stone for Sub-base: 240 CY Class A Trench Excavation:
CY
Gravel borrow for backfilling structures and pipes:
1450 CY
Class B Rock Excavation: 680 CY Bridge Excavation: 470 CY
PAVEMENT NOTES
PROPOSED FULL DEPTH PAVEMENT AREA = 2,003 SY
SURFACE COURSE: 1.5" SUPERPAVE BRIDGE SURFACE COURSE - 9.5
POLYMER (SSC-B-9.5-P) OVER ASPHALT EMULSION
FOR TACK COAT (RS-1H) OVER 2" SUPERPAVE
INTERMEDIATE COURSE 12.5 (SIC-12.5) OVER
ASPHALT EMULSION FOR TACK COAT (RS-1H)
OVER
BASE COURSE: 4" SUPERPAVE BASE COURSE 37.5 (SBC-37.5) OVER
SUBBASE COURSE: 4" DENSE GRADED CRUSHED STONE BASE OVER
8" GRAVEL BORROW (TYPE B) (COMPACTED IN
MAX 4" LIFTS)
PROPOSED PAVEMENT FINE MILLING & RESURFACING AREA = 260 SY
SURFACE COURSE: 1.5" SUPERPAVE BRIDGE SURFACE COURSE - 9.5
POLYMER (SSC-B-9.5-P) OVER ASPHALT EMULSION
FOR TACK COAT (RS-1H)
FINE MILLING: 1.5" PAVEMENT FINE MILLING
A00802 - 4
ITEM 101. CLEARING AND GRUBBING
Sta. 10+57 to Sta. 11+93 LT Sta. 14+49 to Sta. 17+68 LT Sta. 14+52 to Sta. 16+20 RT Sta. 200+18 to Sta. 201+09 LT
ITEM 102.1
TREE TRIMMING
Sta. 101+50 to
Sta.
103+09 LT
Sta. 103+94 to Sta. 105+57 LT
ITEM 102.522 TREE AND PLANT PROTECTION FENCE – CHAIN LINK
Sta. 100+54 to Sta. 10+97 RT
ITEM 141. CLASS A TRENCH EXCAVATION
Sta. 10+62 LT Sta. 15+95 to Sta. 17+68 LT
ITEM 146. DRAINAGE STRUCTURE REMOVED
Sta. 14+84 LT Sta. 14+84 RT
ITEM 201. CATCH BASIN
Sta. 15+50 RT Sta. 15+50 LT
ITEM 201.2 DOUBLE GRATE CATCH BASIN
Sta. 10+60 RT Sta. 10+50 LT
ITEM 201.4 OUTLET CONTROL STRUCTURE
Sta. 10+61 LT
ITEM 202.2 MANHOLE (9 TO 14 FOOT DEPTH)
Sta. 10+56 LT Sta. 15+40 LT Sta. 15+38 LT
ITEM 206. DROP INLET, TYPE A
Sta. 15+89 LT
ITEM 227.3 REMOVAL OF DRAINAGE STRUCTURE SEDIMENT
Sta. 14+85 RT Sta. 14+85 LT
A00802 - 5
ITEM 241.12 12 INCH REINFORCED CONCRETE PIPE CLASS III
Sta. 15+40 LT to Sta. 15+37 LT Sta. 15+50 RT to Sta. 15+40 LT Sta. 15+48 LT to Sta. 15+42 LT Sta. 15+86 LT to Sta. 15+40 LT
ITEM 241.15 15 INCH REINFORCED CONCRETE PIPE CLASS III
Sta. 15+37 to Sta. 15+26 LT
ITEM 242.12 12 INCH REINFORCED CONCRETE PIPE FLARED END
Sta. 10+62 LT
ITEM 242.15 15 INCH REINFORCED CONCRETE PIPE FLARED END
Sta. 15+21 LT
ITEM 244.12 12 INCH REINFORCED CONCRETE PIPE CLASS V
Sta. 10+60 RT to Sta. 10+56 LT Sta. 10+52 LT to Sta. 10+54 LT Sta. 10+57 LT to Sta. 10+60 LT Sta. 10+63 LT to Sta. 10+85 LT
ITEM 258. STONE FOR PIPE ENDS
Sta. 10+86 LT Sta. 15+15 LT
ITEM 402.13 PAVEMENT MILLING MULCH FOR SHOULDERS
Sta. 101+34 to Sta. 102+21 LT Sta. 17+70 to Sta. 201+10 LT/RT Sta. 200+81 to Sta. 201+10 RT Sta. 15+95 to Sta. 17+68 LT
ITEM 504. GRANITE CURB TYPE VA4 - STRAIGHT
Sta. 10+74 to Sta. 10+80 LT Sta. 15+15 to Sta. 17+59 LT Sta. 15+15 to Sta. 16+06 RT Sta. 200+34 to Sta. 200+74 RT
ITEM 504.1 GRANITE CURB TYPE VA4 - CURVED
Sta. 10+40 to Sta. 10+74 LT Sta. 10+50 to Sta. 10+79 RT Sta. 16+06 to Sta. 200+34 RT
A00802 - 6
ITEM 509. GRANITE TRANSITION CURB FOR PEDESTRIAN CURB -
RAMPS STRAIGHT
Sta. 17+59 to Sta. 17+65 LT Sta. 200+74 to Sta. 200+81 RT Sta. 100+50 to Sta. 100+93 RT
ITEM 509.1 GRANITE TRANSITION CURB FOR PEDESTRIAN CURB
RAMPS - CURVED
Sta. 101+90 to Sta. 101+97 RT
ITEM 594. CURB REMOVED AND DISCARDED
Sta. 14+72 to Sta. 15+51 LT Sta. 14+72 to Sta. 15+84 RT Sta. 10+39 to Sta. 10+74 LT Sta. 10+50 to Sta. 10+82 RT
ITEM 620.12 GUARDRAIL, TL-2 (SINGLE FACED)
Sta. 101+97 to Sta. 102+16 RT
ITEM 620.32 GUARDRAIL, CURVED, TL-2 (SINGLE FACED)
Sta. 10+50 LT to Sta. 101+97 RT
ITEM 627.1 TRAILING ANCHORAGE
Sta. 15+49 to Sta. 15+61 RT
ITEM 627.21 TRAILING ANCHORAGE (THRIE BEAM)
Sta. 100+69 to Sta. 100+74 RT
ITEM 627.82 GUARDRAIL TANGENT END TREATMENT, TL-2
Sta. 15+49 to Sta. 15+74 LT
ITEM 628.21 TRANSITION TO NCHRP 350 GUARDRAIL
Sta. 102+16 to Sta. 102+50 RT
ITEM 628.24 TRANSITION TO BRIDGE RAIL
Sta. 10+80 LT Sta. 10+80 RT Sta. 15+15 LT Sta. 15+15 RT
A00802 - 7
ITEM 630.2 HIGHWAY GUARD REMOVED AND DISCARDED
Sta. 10+47 to Sta. 10+80 LT Sta. 10+51 to Sta. 10+80 RT Sta. 14+72 to Sta. 15+50 LT Sta. 14+71 to Sta. 15+75 RT
ITEM 670.1 TURTLE EXCLUSION BARRIER
Sta. 100+43 to Sta. 102+46 LT Sta. 100+43 to Sta. 102+46 RT Sta. 14+48 to Sta. 17+70 LT/RT Sta. 201+10 to Sta. 17+70 RT
ITEM 697. SEDIMENTATION FENCE
Sta. 100+64 to Sta. 102+54 RT Sta. 14+49 to Sta. 16+39 LT/RT
ITEM 697.1
SILT SACK
Sta. 14+86 LT
Sta.
15+50 LT
Sta. 14+85 RT Sta. 15+50 RT Sta. 10+54 LT Sta. 15+90 LT Sta. 10+60 RT Sta. 102+25 RT
ITEM 697.2 FLOATING SILT FENCE
Sta. 12+60 to Sta. 12+93 RT Sta. 13+22 to Sta. 13+94 RT
ITEM 698.4 GEOTEXTILE FABRIC FOR
PERMANENT EROSION CONTROL
Sta. 14+49 to Sta. 15+75 LT
ITEM 711.14
PROPERTY MARKER REMOVED AND RESET
Sta. 15+77 LT
ITEM 765.21 ANNUAL COVER CROP OF NATIVE SEEDING
Sta. 14+90 to Sta. 15+53 RT Sta. 14+91 to Sta. 15+53 LT
ITEM 767.121 SEDIMENT CONTROL BARRIER
Sta. 100+65 to Sta. 102+55 LT/RT Sta. 14+50 to Sta. 200+50 LT/RT
A00802 - 8
ITEM 767.9 JUTE MESH
Sta. 14+90 to Sta. 15+53 RT Sta. 14+91 to Sta. 15+53 LT
ITEM 801.44 4 INCH ELECTRICAL CONDUIT - TYPE NM (4 BANK)
Sta. 10+08 RT to Sta. 16+12 LT
ITEM 801.45 5 INCH ELECTRICAL CONDUIT - TYPE NM (4 BANK)
Sta. 10+11 RT to Sta. 17+48 LT
ITEM 811.010 EVERSOURCE MANHOLE
Sta. 10+40 LT Sta. 15+74 RT
ITEM 811.011 VERIZON MANHOLE
Sta. 10+24 LT Sta. 15+81 LT
ITEM 811.013 COMCAST MANHOLE
Sta. 10+20 LT Sta. 15+73 LT
ITEM 811.201 VERIZON MCI HANDHOLE
ITEM 813.251
Sta. 15+63 LT
(48) STRAND SINGLE MODE FIBER OPTIC CABLE
Sta. 10+08 LT to Sta. 16+59 LT Sta. 10+11 LT to Sta. 16+10 LT
ITEM 813.80 SERVICE CONNECTION (OVERHEAD)
Sta. 17+47 LT
ITEM 813.811 UTILITY POLE RISER - STEEL
Sta. 10+10 RT Sta. 17+48 LT
ITEM 813.812 UTILITY POLE RISER - PVC
Sta. 10+08 LT Sta. 16+11 LT
A00802 - 9
ITEM 864.04 PAVEMENT ARROWS AND LEGENDS REFLECTORIZED
WHITE (THERMOPLASTIC)
Sta. 10+90 RT Sta. 15+15 RT Sta. 13+00 RT Sta. 15+90 LT Sta. 13+05 LT
ITEM 866.106 6 INCH REFLECTORIZED WHITE LINE (THERMOPLASTIC)
Sta. 10+80 to Sta. 15+15 LT Sta. 10+80 to Sta. 15+15 RT
ITEM 866.206 6 INCH REFLECTORIZED WHITE LINE (POLYUREA) (RECESSED
Sta. 10+59 to Sta. 10+86 LT Sta. 14+63 to Sta. 17+95 LT Sta. 10+74 to Sta. 10+86 RT Sta. 14+63 to Sta. 16+24 RT Sta. 16+24 to Sta. 17+11 RT Sta. 17+11 to Sta. 17+95 RT
ITEM 866.212 12 INCH REFLECTORIZED WHITE LINE (POLYUREA)
(RECESSED
Sta. 10+59 to Sta. 10+59 LT Sta. 100+28 to Sta. 100+28 RT
ITEM 867.106 6 INCH REFLECTORIZED YELLOW LINE (THERMOPLASTIC)
Sta. 10+86 to Sta. 14+63
ITEM 867.206 6 INCH REFLECTORIZED YELLOW LINE (POLYUREA)
(RECESSED
Sta. 10+59 to Sta. 10+86 Sta. 14+63 to Sta. 16+47 Sta. 16+87 to Sta. 17+95 Sta. 100+43 to Sta. 101+28 Sta. 101+68 to Sta. 102+47 Sta. 200+28 to Sta. 201+34
ITEM 874. STREET NAME SIGN
Sta. 10+63 LT to Sta. 17+06 RT
ITEM 874.1 STREET SIGN REMOVED AND RESET
Sta. 200+39 LT
A00802 - 10
ITEM 874.2 TRAFFIC SIGN REMOVED AND RESET
Sta. 102+43 RT Sta. 15+92 RT Sta. 101+42 LT Sta. 200+43 RT Sta. 100+98 RT Sta. 200+23 LT Sta. 14+77 RT
ITEM 874.4 TRAFFIC SIGN REMOVED AND STACKED
Sta. 10+64 LT Sta. 201+62 RT Sta. 101+00 RT Sta. 200+43 LT Sta. 103+02 LT Sta. 200+22 LT Sta. 15+98 LT
ITEM 877.2 SIGN POST REMOVED AND STACKED
Sta. 101+75 RT Sta. 10+84 RT
ITEM 901. 4000 PSI, 1.5 INCH, 565 CEMENT CONCRETE
Sta. 10+86
ITEM 910. STEEL REINFORCEMENT FOR STRUCTURES
Sta. 10+86 LT
ITEM 986.1 MODIFIED ROCKFILL
Sta. 15+95 to Sta. 17+68
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