SS 2027 PW1 Bid Price Form - Addenda 4.pdf
PDF 99 KB Posted
- Attached to
- SS 2027 PW1
- Solicitation number
- BD-27-1217-MAP03-MAP03-133290
- Issued by
- Norfolk County, Boston City, Massachusetts
About this file
This is a Bid Price Form for contract SS 2027 PW1, issued by the Metropolitan Area Planning Council (MAPC) on behalf of the South Shore Regional Services Consortium for twelve participating Massachusetts municipalities. The contract solicits bids for four service categories: Roadway Surface Treatments (microsurfacing, emulsion with latex chip seal, and asphalt rubber surface treatment); Pavement Markings (thermoplastic, water-based paint, and epoxy resin); Street Sweeping; and Sidewalk Construction, Reconstruction, and Resurfacing. The bid price form establishes unit pricing structures across all service categories, with quantities specified for various line items including surface treatments measured in square yards, pavement markings in linear feet and each, sidewalk materials in linear feet and square yards, and equipment rental in hourly rates. The contract term extends through December 31, 2027, with two optional one-year extensions available. Bids were due October 8, 2026, at 4:00 PM via CommBUYS with public opening via Zoom.
Pricing is structured on a unit-price basis with bidders required to enter per-unit costs for each line item, with total costs calculated by multiplying estimated quantities by submitted unit prices. The estimated first-year contract value totals $5.957 million, comprised of $4.485 million for roadway surface treatments, $591,081 for pavement markings, $84,000 for street sweeping, and $796,585 for sidewalk work. Contractors must hold MassDOT prequalification in the specific work class or be listed on a MassDOT waiver contractor bid list as of bid opening. All work must comply with Massachusetts prevailing wage laws, MassDOT Standard Specifications for Highways and Bridges, MUTCD standards, and ASTM testing requirements. Microsurfacing work carries a two-year performance warranty. Bidders must submit a bid deposit equal to 5 percent of estimated contract value, along with performance bonds and Labor & Materials Payment bonds of at least 50 percent of estimated contract value. Low bidders are subject to a 1 percent MAPC contract administration fee on total invoiced amounts, and pricing remains firm except for permitted fuel and material index adjustments per MassDOT indices.
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SS 2027 PW1 - Bid Price Form - Addenda 4 Bidder Name: ___________________
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
Changes to the document marked in RED.
4. ROAD SURFACE SEALING TREATMENTS
A. Microsurfacing Bid Total = $
1) Surface Course (1 Lift) - [30,000SY and Over] 2,500 x /SY = $
2) Surface Course (1 Lift) - [under 30,000SY] 37,700 x /SY = $
3) Leveling + Surface Course (2 Lifts) - [30,000SY and Over] 10,000 x /SY = $
4) Leveling + Surface Course (2 Lifts) - [under 30,000SY] 45,200 x /SY = $
5) Crack Sealing [per Square Yard] 10,000 x /SY = $
6) Crack Sealing [per Day] 10 x /DY = $
7) Rut Filling 250 x /TN = $
8) Shimming [per Square Yard] 30,000 x /SY = $
9) Shimming [per Ton] 770 x /TN = $
10) Drainage or Sanitary Structures - Adjusted 81 x /EA = $
11) Drainage or Sanitary Structures - Rebult 66 x /FT = $
12) Traffic Controls/Safety Signing -
Traffic Controls/Safety Signing 100 x /SF = $
Reflectorized Drums with Flashers [Type A] - Drum Day 25 x /DY = $
Reflectorized Drums without Flashers - Drum Day 25 x /DY = $
Traffic Cones 25 x /DY = $
Portable Changeable Message Boards - Unit Day 25 x /DY = $
B.Emulsion with Latex [Chip Seal] Bid Total = $
1) Patch Work 2,075 x /SY = $
2) Double Stone Seal (1/2" & 3/8" Stone) 47,500 x /SY = $
3) Double Stone Seal (3/8" Stone & 1/4" Grit) 47,500 x /SY = $
4) Single Stone Seal (1/2" & 3/8" Stone) 42,500 x /SY = $
5) Traffic Controls/Safety Signing
Traffic Controls/Safety Signing 100 x /SF = $
Reflectorized Drums with Flashers [Type A] - Drum Day 25 x /DY = $
Reflectorized Drums without Flashers - Drum Day 25 x /DY = $
Traffic Cones 25 x /DY = $
Portable Changeable Message Boards - Unit Day 25 x /DY = $
C. Asphalt Rubber Surface Treatment Bid Total = $
1) 10% Asphalt Rubber Surface Treatment 65,000 x /SY = $
2) 20% Asphalt Rubber Surface Treatment 65,000 x /SY = $
3) Traffic Controls/Safety Signing
Traffic Controls/Safety Signing 100 x /SF = $
Reflectorized Drums with Flashers [Type A] - Drum Day 25 x /DY = $
Reflectorized Drums without Flashers - Drum Day 25 x /DY = $
Traffic Cones 25 x /DY = $
Portable Changeable Message Boards - Unit Day 25 x /DY = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
Changes to the document marked in RED.
6. PAVEMENT MARKINGS
Pavement Markings [Contractor provides both Labor & Materials] Bid Total (Subtotals A + B + C + D) = $
A Thermoplastic $
B Water-Based $
C Epoxy $
D Low V.O.C. $
A. Thermoplastic Subtotal = $
1) 4" Yellow Double 25,493 x /LF = $
2) 4" Yellow Single 675,100 x /LF = $
3) 4" Yellow - Dashed 50 x /LF = $
4) 4" White Double as needed @ /LF
5) 4" White Single 439,700 x /LF = $
6) 4" White - Dashed 5,050 x /LF = $
7) 6" Yellow - Double as needed @ /LF
8) 6" White - Single as needed @ /LF
9) 12" White Stop & Crosswalk 4,850 x /LF = $
10) 6' White Police Circles 2 x /EA = $
11) 8' White "SCHOOL" Legend 14 x /EA = $
12) 8' White "ONLY" Legend 10 x /EA = $
13) Arrows [federal size] 75 x /EA = $
14) 4" White Parking T's and L's 370 x /EA = $
15) 4" White or Yellow Channelization/Median Islands 100 x /LF = $
16) 10' White "SCHOOL" 2 x /EA = $
17) White "RXR" [federal size] 24 x /EA = $
18) 8' White "STOP" 110 x /EA = $
19) 2' Letters as needed @ /EA
20) 3' Letters as needed @ /EA
21) 4" Parking Lot stalls (est. 50 lf each) 1,300 x /LF = $
22) Bike Lane Symbols - White Directional Arrow 20 x /EA = $
23) Bike Lane Symbols - White Bicycle 20 x /EA = $
24) Bike Lane Symbols - White Bicyclist 20 x /EA = $
25) Bike Lane Letters - White "BIKE", "LANE" 10 x /EA = $
26) Bike Lane Symbols - White Sharrow/Shared Lane as needed @ /EA
27) Bicycle Detector Symbol - White 10 x /EA = $
28) Grind Existing Lines (95% - 100%) 400 x /LF = $
B. Water-Based - Subtotal = $
1) 4" Yellow Double 16,582 x /LF = $
2) 4" Yellow Single 34,082 x /LF = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
Changes to the document marked in RED.
3) 4" Yellow - Dashed 4,050 x /LF = $
4) 4" White Double 9,000 x /LF = $
5) 4" White Single 26,082 x /LF = $
6) 4" White - Dashed 50 x /LF = $
7) 6" Yellow - Double as needed @ /LF
8) 6" White - Single as needed @ /LF
9) 12" White Stop & Crosswalk 3,550 x /LF = $
10) 6' White Police Circles 5 x /EA = $
11) 8' White "SCHOOL" Legend 113 x /EA = $
12) 8' White "ONLY" Legend 120 x /EA = $
13) Arrows [federal size] 135 x /EA = $
14) 4" White Parking T's and L's 20 x /EA = $
15) 4" White or Yellow Channelization/Median Islands 610 x /LF = $
16) 10' White "SCHOOL" 511 x /EA = $
17) White "RXR" [federal size] 11 x /EA = $
18) 8' White "STOP" 150 x /EA = $
19) 2' Letters 40 x /EA = $
20) 3' Letters 90 x /EA = $
21) 4" Parking Lot stalls (est. 50 lf each) 85 x /LF = $
22) Bike Lane Symbols - White Directional Arrow 65 x /EA = $
23) Bike Lane Symbols - White Bicycle 15 x /EA = $
24) Bike Lane Symbols - White Bicyclist 15 x /EA = $
25) Bike Lane Letters - White "BIKE", "LANE" 105 x /EA = $
26) Bike Lane Symbols - White Sharrow/Shared Lane 5 x /EA = $
27) Bicycle Detector Symbol - White 5 x /EA = $
28) Grind Existing Lines (95% - 100%) 10,000 x /LF = $
C. Epoxy Subtotal = $
1) 4" Yellow Double 6,582 x /LF = $
2) 4" Yellow Single 31,082 x /LF = $
3) 4" Yellow - Dashed 4,000 x /LF = $
4) 4" White Double 9,000 x /LF = $
5) 4" White Single 6,082 x /LF = $
6) 4" White - Dashed as needed @ /LF
7) 6" Yellow - Double as needed @ /LF
8) 6" White - Single as needed @ /LF
9) 12" White Stop & Crosswalk 1,700 x /LF = $
10) 6' White Police Circles 3 x /EA = $
11) 8' White "SCHOOL" Legend 103 x /EA = $
12) 8' White "ONLY" Legend 110 x /EA = $
13) Arrows [federal size] 110 x /EA = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
Changes to the document marked in RED.
14) 4" White Parking T's and L's 20 x /EA = $
15) 4" White or Yellow Channelization/Median Islands 60 x /LF = $
16) 10' White "SCHOOL" 63 x /EA = $
17) White "RXR" [federal size] 53 x /EA = $
18) 8' White "STOP" 40 x /EA = $
19) 2' Letters 20 x /EA = $
20) 3' Letters 20 x /EA = $
21) 4" Parking Lot stalls (est. 50 lf each) 25 x /LF = $
22) Bike Lane Symbols - White Directional Arrow 5 x /EA = $
23) Bike Lane Symbols - White Bicycle 5 x /EA = $
24) Bike Lane Symbols - White Bicyclist 5 x /EA = $
25) Bike Lane Letters - White "BIKE", "LANE" 5 x /EA = $
26) Bike Lane Symbols - White Sharrow/Shared Lane 5 x /EA = $
27) Bicycle Detector Symbol - White 5 x /EA = $
28) Grind Existing Lines (95% - 100%) 10,000 x /LF = $
D. Low V.O.C. Subtotal = $
1) 4" Yellow Double 500 x /LF = $
2) 4" Yellow Single 25,000 x /LF = $
3) 4" Yellow - Dashed as needed @ /LF
4) 4" White Double 5,000 x /LF = $
5) 4" White Single as needed @ /LF
6) 4" White - Dashed as needed @ /LF
7) 6" Yellow - Double as needed @ /LF
8) 6" White - Single as needed @ /LF
9) 12" White Stop & Crosswalk 1,500 x /LF = $
10) 6' White Police Circles 3 x /EA = $
11) 8' White "SCHOOL" Legend 3 x /EA = $
12) 8' White "ONLY" Legend 10 x /EA = $
13) Arrows [federal size] 10 x /EA = $
14) 4" White Parking T's and L's 20 x /EA = $
15) 4" White or Yellow Channelization/Median Islands 10 x /LF = $
16) 10' White "SCHOOL" 3 x /EA = $
17) White "RXR" [federal size] 3 x /EA = $
18) 8' White "STOP" 40 x /EA = $
19) 2' Letters 20 x /EA = $
20) 3' Letters 20 x /EA = $
21) 4" Parking Lot stalls (est. 50 lf each) 25 x /LF = $
22) Bike Lane Symbols - White Directional Arrow 5 x /EA = $
23) Bike Lane Symbols - White Bicycle 5 x /EA = $
24) Bike Lane Symbols - White Bicyclist 5 x /EA = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
Changes to the document marked in RED.
25) Bike Lane Letters - White "BIKE", "LANE" 5 x /EA = $
26) Bike Lane Symbols - White Sharrow/Shared Lane 5 x /EA = $
27) Bicycle Detector Symbol - White 5 x /EA = $
28) Grind Existing Lines (95% - 100%) 10,000 x /LF = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
Changes to the document marked in RED.
14. SIDEWALK CONSTRUCTION, RECONSTRUCTION, AND REPAIR
Sidewalk Construction, Reconsuction, and Resurfacing Bid Total = $
1) Cape Cod Berm 400 x /LF = $
2) Granite Curb - Straight [Supply and Set] 5,700 x /LF = $
Granite Curb - Straight [Set Only] 20 x /LF = $
Granite Curb - Radius [Supply and Set] 150 x /LF = $
Granite Curb - Radius [Set Only] 20 x /LF = $
3) Pre-Cast Concrete Curb - Straight [Set Only] 200 x /LF = $
Pre-Cast Concrete Curb - Radius [Set Only] 5 x /LF = $
4) Adjust/Reset Curbing 150 x /LF = $
5) Bituminous Concrete Sidewalk - New Construction 475 x /SY = $
[Site Prep by Town] 10 x /SY = $
6) Bituminous Concrete Sidewalk - Reconstruction 2,275 x /SY = $
[Site Prep by Town] 10 x /SY = $
Gravel 650 x /CY = $
7) Bituminous Concrete Sidewalk and Driveway Apron - Resurfacing 125 x /SY = $
[Site Prep by Town] 15 x /SY = $
8) Cement Concrete Sidewalk - New Construction 50 x /SY = $
Cement Concrete Sidewalk - Reconstruction 50 x /SY = $
9) Cement Concrete Wheelchair Ramps - New Construction 100 x /SY = $
Cement Concrete Wheelchair Ramps - Reconstruction 100 x /SY = $
10) Sawcutting 5,500 x /LF = $
11) Handicap Ramp Tactile Strips 55 x /EA = $
12) Loam & Hydro-Seed [4" Depth] 400 x /SY = $
13) Adjust Service Box 190 x /EA = $
14) Replace Service Box 20 x /EA = $
15) Adjust Manhole Catch Basin Frames 225 x /EA = $
16) Rebuild Manhole and Catch Basin Frames 70 x /EA = $
17) Reset or Replace Brick or Stone Walkway 75 x /SY = $
18) Catch Basin Installed 25 x /EA = $
19) Gutter Inlet Installed 20 x /EA = $
20) Ductile Iron Drainpipe 450 x /LF = $
21) 4 inch PVC Pipe for Drainage 350 x /LF = $
22) Unclassified Excavation 660 x /CY = $
23) Hot Mix Asphalt for Patching 450 x /TN = $
24) Traffic Controls/Safety Signing -
Traffic Controls/Safety Signing 250 x /SF = $
Reflectorized Drums with Flashers [Type A] - Drum Day 30 x /DY = $
Reflectorized Drums without Flashers - Drum Day 80 x /DY = $
Traffic Cones 80 x /DY = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
Changes to the document marked in RED.
25) Pre-Paving Sweeping -
Disposal by Town 75 x /HR = $
Disposal by Contractor 50 x /TN = $
26) Equipment Rental -
Gradall 120 x /HR = $
Grader 2 x /HR = $
Tandom 10-Ton Roller 30 x /HR = $
10-Ton Vibrator Roller 30 x /HR = $
10 Wheel Dump Truck 80 x /HR = $
Trailer 16 x /HR = $
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