A00802-609277.pdf
PDF 157 KB Posted
- Solicitation number
- BD-27-1030-0H100-0H002-131773
- Issued by
- Berkshire County, New Bedford City, Massachusetts
About this file
This is a Preliminary Estimate of Quantities Detail Sheet from the Massachusetts Department of Transportation (MassDOT) Highway Division for Proposal No. 609277-135788, detailing the reconstruction of Ashland Street in North Adams under Federal Aid Project No. CRP/STP-0031(023)X. The project encompasses full-depth reconstruction, fine milling and overlay work, cement concrete sidewalk installation, and shared-use path development along a 3,900-foot section of roadway (Station 0+95 to 39+00). Major construction items include earth excavation of 9,500 cubic yards, class A and B rock excavation totaling 350 cubic yards, placement of superpave asphalt surface and intermediate courses, dense graded crushed stone and gravel borrow materials, cement concrete sidewalk construction totaling 3,900 square yards, HMA shared-use path construction of 2,800 square yards, and HMA driveway apron work of 1,500 square yards. The project also specifies extensive tree trimming, protection, air excavation, root pruning, and removal work at identified locations; removal and adjustment of drainage structures and sanitary structures; fence removal; hydrant installation; and aluminum handrail installation. Electronic proposals are due August 25, 2026 at 2:00 p.m. via www.bidx.com, with bidders required to be pre-qualified by MassDOT in the HIGHWAY - CONSTRUCTION category and to submit a completed Request Proposal Form (R109) at least 14 days prior to bid opening.
The estimated contract value is $9,118,000 and is subject to prevailing wage rates as determined by the Massachusetts Department of Labor and Workforce Development. Price adjustments are applicable for hot mix asphalt, Portland cement mixtures, diesel fuel, gasoline, and steel based on specified base prices. Minority and female participation goals are outlined in the proposal documents. The project is funded through federal aid and is subject to Title VI of the Civil Rights Act of 1964 and Federal Equal Employment Opportunity Contract Specifications under Executive Order 11246. A Proposal Guaranty equal to 5% of the bid value is required. Proposal documents are available exclusively through www.bidx.com for official bidders; interested parties may request informational contract documents containing plans and special provisions free of charge by contacting MassDOTBidDocuments@dot.state.ma.us. Bidders must submit proposals exclusively through www.bidx.com, with paper copies and submissions through COMMBUYS not accepted.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 609277 - Plan Holders List 8-11-2026.pdf | ||
| A00811-609277.pdf | ||
| A00869-609277.pdf | ||
| Link to Bid Opening 8-25-2026~3.pdf | ||
| 609277 - Notice to Contractors.pdf | ||
| NORTH ADAMS-609277-135788-A-1.pdf | ||
| 609277 - Bid Tabulations.pdf | ||
| A00820-609277.pdf | ||
| A00875-609277.pdf | ||
| 609277 Bid Items List.txt | TXT text file | |
| 609277 - Plan Holders List 8-24-2026.pdf | ||
| BIDS OPENED - Tuesday - August 25-2026~5.pdf | ||
| A00801-609277.pdf | ||
| A00808-609277.pdf |
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Text version
Massachusetts Department Of Transportation Highway Division Proposal No. 609277-135788
A00802 - 1
DOCUMENT A00802
DETAIL SHEETS
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A00802 - 3
THE COMMONWEALTH OF MASSACHUSETTS
MassDOT - HIGHWAY DIVISION
TEN PARK PLAZA, BOSTON, MA
PRELIMINARY ESTIMATE OF QUANTITIES - DETAIL SHEETS
TOWN/CITY: North Adams YEAR: 2026 STA.: 0+95 TO 39+00 ROAD: Ashland Street
Earth Excavation 9,500 CY Special Borrow 100 CY Class “A” Rock Excavation 250 CY Gravel Borrow 8,200 CY Class “B” Rock Excavation 100 CY Loam 1,000 CY Class “B” Trench Excavation 130 CY Dense Graded Crushed Stone 2,100 CY
PROPOSED FULL DEPTH RECONSTRUCTION TOTAL AREA = 16,100 SY
STA 1+65 to STA 38+60
SURFACE: 1.75 INCHES SUPERPAVE SURFACE COURSE – 9.5 (SSC-9.5)
1.75 INCHES SUPERPAVE INTERMEDIATE COURSE – 12.5 (SIC- 12.5)
BASE: 4 INCHES SUPERPAVE BASE COURSE – 37.5 (SBC-37.5) MATERIAL
PLACED IN ONE LIFT
SUBBASE: 4 INCHES DENSE GRADED CRUSHED STONE
8 INCHES GRAVEL BORROW, TYPE B
PROPOSED FINE MILLING AND OVERLAY TOTAL AREA = 1,200 SY
FINE MILL 1.75 INCHES OF PAVEMENT AND THEN RESURFACE THE ROAD WITH:
SURFACE: 1.75 INCHES SUPERPAVE SURFACE COURSE – 9.5 (SSC-9.5)
BASE: EXISTING FINE MILLED SURFACE
PROPOSED CEMENT CONCRETE WALK TOTAL AREA = 3,900 SY
SURFACE: 4 INCHES CEMENT CONCRETE (6” AT DRIVEWAYS)
4,000 PSI, 3/4", 610
BASE: 8 INCHES GRAVEL BORROW, TYPE B
A00802 - 4
PROPOSED HMA SHARED-USE PATH TOTAL AREA = 2,500 SY
STA 7+00 to STA 21+75; STA 24+25 to STA 31+75 RT
SURFACE: 1.5 INCHES SUPERPAVE SURFACE COURSE – 9.5 (SSC-9.5) OVER
2.5 INCHES SUPERPAVE INTERMEDIATE COURSE – 12.5 (SIC-12.5)
OVER
PROPOSED HMA SHARED-USE PATH FOR UTILITY ACCESS
TOTAL AREA = 300 SY
STA 21+75 to STA 24+25 RT
SURFACE: 1.5 INCHES SUPERPAVE SURFACE COURSE – 9.5 (SSC-9.5) OVER
2.5 INCHES SUPERPAVE INTERMEDIATE COURSE – 12.5 (SIC-12.5)
OVER
BASE: 4 INCHES DENSE GRADED CRUSHED STONE
8 INCHES GRAVEL BORROW, TYPE B
PROPOSED HMA DRIVEWAY APRON TOTAL AREA = 1,500 SY
SURFACE: 1.5 INCHES SURFACE COURSE
2.5 INTERMEDIATE COURSE
PROPOSED TEMPORARY HMA TRENCH PATCH TOTAL AREA = 2,700 SY
SURFACE: 2.5 INCHES TEMPORARY ASPHALT PATCHING
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ITEM 102.1 TREE TRIMMING
As shown on the Drawings and for use trimming shrubs, bushes, and woody plants extending into the public right-of-way.
ITEM 102.511 TREE PROTECTION – ARMORING AND PRUNING
As requied by the Engineer and at the following locations:
Station Offset Station Offset
4+60’ LT 16+60’ LT
4+85’ LT 24+25’ LT
5+05’ LT 24+60’ LT
5+25’ LT 25+00’ LT
5+70’ LT 25+25’ LT
9+05’ LT 31+65’ LT
9+60’ LT 34+50’ LT
6+90” RT
ITEM 102.513 AIR EXCAVATION AND ROOT PRUNING
4+35’ RT 9+60’ LT
4+80’ RT 11+65’ RT
5+12’ RT 12+25’ RT
5+55’ RT 20+95’ RT
6+00’ RT 31+65’ LT
6+90’ RT 34+50’ LT
9+05’ LT
ITEM 102.531 TREE CARE - PRUNING
16+60’ LT 300+75’ RT
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ITEM 103. TREE REMOVED – DIAMETER UNDER 24 INCHES
Station Offset Count
3+75’ RT 1
23+00’ RT 2
23+50 RT 2
29+15’ LT 1
32+80’ RT 1
33+05’ RT 1
915+70’ RT 1
And as required by the Engineer.
ITEM 105. STUMP REMOVED
3+25’ RT 27+40’ LT
4+55’ RT 27+80’ LT
5+05’ RT 29+25’ RT
5+30’ RT 31+15’ RT
5+80’ RT 31+20’ LT
6+10’ RT 35+90’ LT
7+55’ RT 36+10’ RT
7+95’ RT 36+70’ RT
9+45’ RT 37+40’ RT
10+35’ RT 37+45’ LT
26+80’ RT 38+10’ RT
28+00’ RT 38+10’ LT
ITEM 120. EARTH EXCAVATION
For the stripping of topsoil, removal of earth, removal of old pavement and base material, and removal and disposal of miscellaneous features obstructing execution of the work.
ITEM 121 CLASS A ROCK EXCAVATION
For removal of ledge and/or boulders during the formation of the roadway subgrade.
ITEM 127.1 REINFORCED CONCRETE EXCAVATION
For the disposal of existing concrete road base.
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ITEM 146. DRAINAGE STRUCTURE REMOVED
For the removal of existing drainage structures as directed at the following locations:
Station Offset Type Station Offset Type
8+15' 12' LT CB 26+05’ 8’ LT CB
8+35' 20' RT CB 26+05' 40’ RT CB
13+25’ 35’ RT CB 29+05' 18' LT CB
13+30' 13' LT CB 30+60' 25' LT CB
16+60' 35' RT CB 32+40' 25' RT CB
16+85' 40' RT CB 33+00' 23' LT CB
19+95' 15' RT CB 35+65' 36' RT CB
20+05' 35' RT CB 35+95' 2' RT DMH
24+75’ 42’ RT CB 36+70' 0' DMH
ITEM 220. DRAINAGE STRUCTURE ADJUSTED
Station Type Number Station Type Number
1+15’ CB CB 128 24+85’ CB CB 75
1+20’ DMH DMH 130 26+45’ DMH DMH 66
1+40’ CB 28+95’ DMH DMH 58
8+35’ DMH DMH 118 32+10’ DMH DMH 44
11+60’ DMH SMH 106 32+40’ DMH DMH 47
12+60’ CB CB 110 32+40’ DMH DMH 46
12+75’ DMH DMH 111 32+95’ DMH DMH 36
13+40’ DMH DMH 93 35+10’ DMH OMH 37
13+50’ DMH DMH 92 35+30’ CB CB 41
13+60’ CB CB 90 35+50’ DMH DMH 38
16+25’ DMH OMH 97 35+50’ DMH DMH 40
20+45’ DMH OMH 80 38+70’ CB CB 26
21+95’ DMH OMH 87A
ITEM 220.3 DRAINAGE STRUCTURE CHANGE IN TYPE
Station Offset
8+17’ 12’ LT
11+16’ 20’ RT
12+73’ 20’ RT
20+34’ 9’ RT
24+28’ 16’ LT
24+46’ 22’ RT
36+71’ 28’ RT
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ITEM 220.5 DRAINAGE STRUCTURE REMODELED
Station Type Number
11+50’ DMH DMH 107
11+16’ DMH DMH 84
12+73’ DMH DMH 84
20+34’ DMH DMH 54
24+28’ DMH DMH 55
24+46’ DMH DMH 63
32+15’ DMH DMH 49
ITEM 220.7 SANITARY STRUCTURE ADJUSTED
Station Name Station Name
1+50’ SMH 131 24+50’ SMH 72
2+15’ SMH 126 28+10’ SMH 57
5+00’ SMH 125 29+00’ SMH 60
8+60’ SMH 117 31+25’ SMH 43
10+40’ SMH 101 32+25’ SMH 48
11+60’ SMH 108 35+50’ SMH 39
13+55’ SMH 95 37+75’ SMH 28
15+50’ SMH 96 Davenport SMH 127
22+25’ SMH 85
ITEM 220.8 SANITARY STRUCTURE REMODELED
Station Type Number
4+15’ SMH SMH 123
11+16’ SMH SMH 124
12+73’ SMH SMH 89
20+34’ SMH SMH 88
24+28’ SMH SMH 79
24+46’ SMH SMH 74
24+50’ SMH SMH 72
ITEM 221. FRAME AND COVER
To be used with Item 202.
ITEM 222.1 FRAME AND GRATE – MASSDOT CASCADE TYPE
Station Number
1+15 CB 128
100+35 CB
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ITEM 222.3 FRAME AND GRATE (OR COVER) – MUNICIPAL STANDARD
To be used with Items 201. and 204.
ITEM 223.1 FRAME AND GRATE (OR COVER) REMOVED AND STACKED
To be used with Items 146. and 220.3.
ITEM 224.12 12 INCH HOOD
To be used with Item 201. where the diameter of the outlet is 12 inches, and as directed.
ITEM 376. HYDRANT
As directed at the following locations:
Street Location Ashland St. 22+45 Ashland St. 27+25
ITEM 472. TEMPORARY ASPHALT PAVEMENT
For use after installation of subsurface utilities.
ITEM 669. FENCE REMOVED AND STACKED
STA 1+60 to STA 2+30 STA 2+00 to 2+05 STA 17+00 to STA 17+75 STA 22+75 to STA 23+25 STA 22+75 Corner STA 25+40 to STA 25+50
ITEM 975.5 ALUMINUM HANDRAIL
Start Station End Station Offset
600+30’ 600+40’ RT
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