A00802-612183.pdf
PDF 139 KB Posted
- Attached to
- 612183 GREAT BARRINGTON FAP No. HIP(NGB)-003S(961)X Bridge Replacement, G-11-002, Division Street
- Solicitation number
- BD-27-1030-0H100-0H002-130317
- Issued by
- Berkshire County, Massachusetts
About this file
This is a preliminary estimate of quantities detail sheet prepared by the Massachusetts Department of Transportation Highway Division for Proposal No. 612183-134691 in Great Barrington, MA. The project involves the reconstruction and improvement of Division Street (Station 27+00 to 33+25) and includes a bridge replacement over the Housatonic River. The scope of work encompasses earth excavation (800 cubic yards), various rock and trench excavations, full-depth pavement reconstruction over 1,157 square yards with multiple asphalt layers, bridge pavement work, fine milling and resurfacing, driveway construction, drainage improvements including catch basins and manholes, removal of existing infrastructure, guardrail installation and modifications, tree removal, and pavement markings. The project is classified as an Urban Collector and is scheduled for 2026. According to the related contract opportunity, proposals are due July 7, 2026 at 2:00 p.m., with an estimated project value of $8,626,000.
Bidders must be pre-qualified by MassDOT in the BRIDGE-CONSTRUCTION category and must submit proposals electronically through www.bidx.com, not through COMMBUYS. A proposal guaranty of 5% of the bid value is required, and all bidders must hold a valid MassDOT vendor code and Digital ID. The project is federally-aided and subject to prevailing wage rates as determined by the Massachusetts Department of Labor and Workforce Development and the U.S. Department of Labor. Price adjustments are available for hot mix asphalt, Portland cement mixtures, diesel fuel, gasoline, and structural and reinforcing steel. The contract is governed by Massachusetts General Laws Chapter 30 and 39M and is subject to Title VI of the Civil Rights Act of 1964 and Federal Highway Administration non-discrimination requirements. Bidders must obtain and complete a Request Proposal Form (R109) at least 14 days before the bid opening date.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 612183 - Notice to Contractors.pdf | ||
| A00872-612183.pdf | ||
| A00871-612183.pdf | ||
| A00832-612183.pdf | ||
| A00830-612183.pdf | ||
| A00820-612183.pdf | ||
| A00803-612183.pdf | ||
| A00811-612183.pdf | ||
| A00840-612183.pdf | ||
| 612183 - Plan Holders List 6-23-2026.pdf | ||
| A00870-612183.pdf | ||
| A00875-612183.pdf | ||
| A00841-612183.pdf | ||
| A00831-612183.pdf | ||
| 612183 Bid Items List.txt | TXT text file | |
| A00801-612183.pdf | ||
| GREAT BARRINGTON-612183-134691-A-1.pdf |
Show all 17
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Text version
Massachusetts Department Of Transportation Highway Division Proposal No. 612183-134691
A00802 - 1
DOCUMENT A00802
DETAIL SHEETS
A00802 - 2
THIS PAGE INTENTIONALLY LEFT BLANK
A00802 - 3
PRELIMINARY ESTIMATE OF QUANTITIES - DETAIL SHEETS
TOWN/CITY: Great Barrington, MA YEAR: 2026 STA.: 27+00 to 33+25 ROAD: Division Street DATE: 9/2/2025 CLASS: Urban Collector
Earth Excavation: 800 CY Gravel Borrow: 400 CY Class “B” Trench Excavation: 80 CY Dense Graded Crushed Stone for Sub-base: 135 CY Class “A” Rock Excavation: 80 CY Gravel borrow for backfilling structures and pipes:240 CY Class “B” Rock Excavation: 40 CY Bridge Excavation: 250 CY
Controlled Low Strength Material (>300PSI) 25 CY
PAVEMENT NOTES
FULL DEPTH RECONSTRUCTION: AREA = 1,157 SY
1 1/2" SUPERPAVE BRIDGE SURFACE COURSE - 9.5 (SSC-B-9.5) OVER
ASPHALT EMULSION FOR TACK COAT OVER
2" SUPERPAVE INTERMEDIATE COURSE – 12.5 (SIC-12.5) OVER
ASPHALT EMULSION FOR TACK COAT OVER
4” SUPERPAVE BASE COURSE – 37.5 (SBC–37.5) PLACED IN ONE COURSE
4" DENSE GRADED CRUSHED STONE FOR SUB-BASE (COMPACTED) OVER
8" GRAVEL BORROW (TYPE B) (COMPACTED)
BOX WIDENING LESS THAN 4’-0”: AREA = 4 SY
1 1/2” SUPERPAVE BRIDGE SURFACE COURSE 9.5 (SSC-B-9.5) OVER
ASPHALT EMULSION FOR TACK COAT OVER
2" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC-12.5) OVER
ASPHALT EMULSION FOR TACK COAT OVER
6” HIGH EARLY STRENGTH CEMENT CONCRETE BASE COURSE OVER
8" GRAVEL BORROW (TYPE B) (COMPACTED)
BRIDGE PAVEMENT: AREA = 50 SY
1 1/2" SUPERPAVE BRIDGE SURFACE COURSE - 9.5 (SSC-B-9.5)
OVER ASPHALT EMULSION FOR TACK COAT OVER
1 1/2" SUPERPAVE BRIDGE PROTECTIVE COURSE – 9.5 (SPC-B-9.5)
PAVEMENT FINE MILLING AND RESURFACING: AREA = 230 SY
1 1/2" SUPERPAVE BRIDGE SURFACE COURSE - 9.5 (SSC-B-9.5) OVER
ASPHALT EMULSION FOR TACK COAT OVER
MILLED SURFACE
1 1/2" PAVEMENT FINE MILLING
A00802 - 4
PAVEMENT NOTES (Continued)
HMA DRIVEWAY: AREA = 121 SY
1 1/2" SURFACE COURSE OVER
2 1/2" INTERMEDIATE COURSE
8" GRAVEL BORROW (TYPE B)
GRAVEL DRIVEWAY: AREA = 82 SY
4” GRAVEL FOR DRIVEWAYS OVER
8" GRAVEL BORROW (TYPE B)\
ITEM 103. TREE REMOVED – DIAMETER UNDER 24 INCHES
STA 27+80 and STA 27+80 Twin 18 INCHES
ITEM 146. DRAINAGE STRUCTURE REMOVED
STA 27+94 LT
ITEM 201. CATCH BASIN
STA 27+83 LT
STA 28+09 LT
STA 27+83 RT
STA 28+10 RT
ITEM 202. MANHOLE
STA 27+86 LT
STA 28+49 LT
STA 28+09 LT
ITEM 205. LEACHING BASIN
STA 27+78 RT
STA 28+02 RT
ITEM 222.1 FRAME AND GRATE – MASSDOT CASCADE TYPE
STA 27+83 LT
STA 28+09 LT
STA 27+83 RT
STA 28+10 RT
A00802 - 5
ITEM 223.2 FRAME AND GRATE (OR COVER) REMOVED AND DISCARDED
STA 27+94 LT
STA 28+49 LT
ITEM 227.31 REMOVAL OF DRAINAGE PIPE SEDIMENT
STA 26+81 to STA 27+91 STA 28+50 to STA 29+15
ITEM 234.12 12 INCH DRAINAGE PIPE - OPTION
STA 27+83 RT to STA 27+78 RT STA 28+03 LT to STA 28+08 LT STA 27+83 RT to STA 27+87 RT STA 28+09 LT to STA 28+09 LT STA 27+88 RT to STA 27+90 LT STA 28+09 RT to STA 28+09 LT
ITEM 234.15 15 INCH DRAINAGE PIPE - OPTION
STA 27+86 LT to STA 28+09 LT STA 28+09 LT to STA 28+49 LT
ITEM 241.15 15 INCH REINFORCED CONCRETE PIPE CLASS III
STA 27+80 LT to STA 27+86 LT
ITEM 241.18 18 INCH REINFORCED CONCRETE PIPE CLASS III
STA 28+51 LT to STA 28+88 RT
ITEM 470.3 HOT MIXED ASPHALT BERM, TYPE A - MODIFIED
STA 27+00 to STA 27+10 RT STA 27+00 to STA 27+52 LT STA 27+54 to STA 28+62 RT STA 27+64 to STA 28+76 LT
ITEM 482.5 SAWCUTTING ASPHALT PAVEMENT FOR BOX WIDENING
STA 32+25 to STA 32+50 LT
ITEM 594. CURB REMOVED AND DISCARDED EA
STA 27+00 to STA 27+51 LT STA 27+00 to STA 27+09 RT
A00802 - 6
ITEM 595. CURB INLET REMOVED AND DISCARDED
STA 27+92 to STA 27+96 LT
ITEM 620.13 GUARDRAIL, TL-3 (SINGLE FACED)
STA 31+06 to STA 31+20 LT STA 31+06 to STA 31+81 RT STA 31+92 to STA 32+38 LT STA 32+56 to STA 32+90
ITEM 627.1 TRAILING ANCHORAGE
STA 31+81 to STA 31+90 RT STA 31+92 to STA 31+92 LT
ITEM 627.83 GUARDRAIL TANGENT END TREATMENT, TL-3
STA 31+20 to STA 31+51 LT STA 32+25 to STA 32+56 RT
ITEM 628.21 TRANSITION TO NCHRP 350 GUARDRAIL
STA 32+38 to STA 32+72 LT STA 32+90 to STA 33+25 RT
ITEM 628.24 TRANSITION TO BRIDGE RAIL
STA 30+72 to STA 31+06 RT STA 30+72 to STA 31+06 LT
ITEM 628.313 PERMANENT IMPACT ATTENUATOR, REDIRECTIVE, TL-3
STA 28+95 to STA 29+18 RT STA 28+95 to STA 29+18 LT
ITEM 630.2 HIGHWAY GUARD REMOVED AND DISCARDED
STA 28+94 LT to STA 29+21 LT STA 28+90 RT to STA 29+21 RT STA 30+71 LT to STA 31+59 LT STA 30+71 RT to STA 31+95 RT STA 31+88 LT to STA 32+31 LT
ITEM 657. TEMPORARY FENCE
STA 29+09 to STA 29+09 LT STA 31+42 to STA 31+42 LT
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ITEM 669. FENCE REMOVED AND STACKED
STA 28+94 to STA 29+26 LT STA 30+90 to STA 31+90 RT STA 30+66 to STA 31+53 LT
ITEM 697.1 SILT SACK
STA 27+83 LT
STA 28+09 LT
STA 27+94 LT
STA 27+83 RT
STA 28+10 RT
ITEM 697.2 FLOATING SILT FENCE
STA 29+28 to STA 30+67 RT
ITEM 704.2 GRAVEL FOR DRIVEWAYS
STA 27+57 LT
STA 28+79 RT
STA 32+03 RT
STA 28+81 LT
STA 31+70 LT
ITEM 767.121 SEDIMENT CONTROL BARRIER
STA 28+85 to STA 29+21 LT STA 28+89 to STA 29+28 RT STA 30+51 to STA 31+00 LT STA 30+67 to STA 31+00 RT
A00802 - 8
ITEM 769. PAVEMENT MILLING MULCH UNDER GUARD RAIL
STA 28+95 to STA 29+18 LT STA 28+95 to STA 29+18 RT STA 31+87 to STA 32+72 LT STA 30+68 to STA 31+50 LT STA 30+68 to STA 31+93 RT STA 32+11 to STA 33+25 RT
ITEM 776.523 MAPLE – RED 2-2.5 INCH CALIPER
STA 27+91
ITEM 866.106 6 INCH REFLECTORIZED WHITE LINE (THERMOPLASTIC)
STA 27+00 to STA 32+50
ITEM 867.106 6 INCH REFLECTORIZED YELLOW LINE (THERMOPLASTIC)
STA 27+00 to STA 32+50
| A00802-1 - Detail Shts |
| A00802-2 - Detail Sheets |
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