SS 2027 PW1 Bid Price Form.pdf
PDF 206 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 SS 2027 PW1, a public works contract involving road surface sealing treatments, pavement markings, street sweeping, and sidewalk construction, reconstruction, and repair services. The form requests detailed pricing across multiple service categories including microsurfacing, emulsion with latex chip seal, asphalt rubber surface treatment, thermoplastic and water-based pavement markings, epoxy markings, low V.O.C. markings, spring cleanup street sweeping, on-call sweeping services, and comprehensive sidewalk work. Estimated quantities vary significantly by line item, ranging from as few as 2 units for certain specialized markings to over 675,000 linear feet for standard 4-inch yellow single pavement markings. The form requires bidders to provide unit prices for each item, with calculations for total cost per line item and subtotals organized by service category.
Bidders must complete the form with their company name and initials, entering per-unit pricing for labor, materials, or combined services as specified for each line item. The pricing structure accommodates various disposal and service delivery options, such as disposal by town versus contractor for street sweeping, and differentiated pricing for supply-and-set versus set-only services for curbing work. Equipment rental rates are requested on an hourly basis for items such as gradalls, graders, rollers, and dump trucks. The form includes multiple blank pages for additional bid items or modifications, suggesting flexibility for scope adjustments. No specific response deadline, award date, contract term, or funding information is provided within this pricing document.
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Text version
SS 2027 PW1 - Bid Price Form Bidder Name: ___________________
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
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 @ /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 /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 @ /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 @ /SY = $
2) 20% Asphalt Rubber Surface Treatment 65,000 x /SY = $
3) Traffic Controls/Safety Signing
Traffic Controls/Safety Signing 100 @ /SF = $
Reflectorized Drums with Flashers [Type A] - Drum Day 25 @ /DY = $
Reflectorized Drums without Flashers - Drum Day 25 @ /DY = $
Traffic Cones 25 @ /DY = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
Portable Changeable Message Boards - Unit Day 25 @ /DY = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
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 x /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 = $
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 x /EA = $
20) 3' Letters as needed x /EA = $
21) 4" Parking Lot stalls (est. 50 lf each) 1,300 @ /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 = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
2) 4" Yellow Single 34,082 x /LF = $
3) 4" Yellow - Dashed 4,050 x /LF = $
4) 4" White Double 9,000 @ /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 = $
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 @ /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 @ /EA = $
28) Grind Existing Lines (95% - 100%) 10,000 x /LF = $
C. Epoxy Subtotal = $
1) 4" Yellow Double 6,582 @ /LF = $
2) 4" Yellow Single 31,082 @ /LF = $
3) 4" Yellow - Dashed 4,000 @ /LF = $
4) 4" White Double 9,000 @ /LF = $
5) 4" White Single 6,082 @ /LF = $
6) 4" White - Dashed as needed @ /LF = $
7) 6" Yellow - Double as needed @ /LF = $
8) 6" White - Single as needed = $
9) 12" White Stop & Crosswalk 1,700 @ /LF = $
10) 6' White Police Circles 3 @ /EA = $
11) 8' White "SCHOOL" Legend 103 @ /EA = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
12) 8' White "ONLY" Legend 110 @ /EA = $
13) Arrows [federal size] 110 @ /EA = $
14) 4" White Parking T's and L's 20 @ /EA = $
15) 4" White or Yellow Channelization/Median Islands 60 @ /LF = $
16) 10' White "SCHOOL" 63 @ /EA = $
17) White "RXR" [federal size] 53 @ /EA = $
18) 8' White "STOP" 40 @ /EA = $
19) 2' Letters 20 @ /EA = $
20) 3' Letters 20 @ /EA = $
21) 4" Parking Lot stalls (est. 50 lf each) 25 @ /LF = $
22) Bike Lane Symbols - White Directional Arrow 5 @ /EA = $
23) Bike Lane Symbols - White Bicycle 5 @ /EA = $
24) Bike Lane Symbols - White Bicyclist 5 @ /EA = $
25) Bike Lane Letters - White "BIKE", "LANE" 5 @ /EA = $
26) Bike Lane Symbols - White Sharrow/Shared Lane 5 @ /EA = $
27) Bicycle Detector Symbol - White 5 @ /EA = $
28) Grind Existing Lines (95% - 100%) 10,000 @ /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 x /LF = $
4) 4" White Double 5,000 @ /LF = $
5) 4" White Single as needed x /LF = $
6) 4" White - Dashed as needed @ /LF = $
7) 6" Yellow - Double as needed @ /LF = $
8) 6" White - Single as needed = $
9) 12" White Stop & Crosswalk 1,500 x /LF = $
10) 6' White Police Circles 3 @ /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 @ /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 @ /EA = $
21) 4" Parking Lot stalls (est. 50 lf each) 25 x /LF = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
22) Bike Lane Symbols - White Directional Arrow 5 x /EA = $
23) Bike Lane Symbols - White Bicycle 5 @ /EA = $
24) Bike Lane Symbols - White Bicyclist 5 @ /EA = $
25) Bike Lane Letters - White "BIKE", "LANE" 5 x /EA = $
26) Bike Lane Symbols - White Sharrow/Shared Lane 5 @ /EA = $
27) Bicycle Detector Symbol - White 5 @ /EA = $
28) Grind Existing Lines (95% - 100%) 10,000 @ /LF = $
Bidder Initials: ___________
Bid Item
Estimated
Bidder Initials: ___________
Bid Item
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
8. STREET SWEEPING
A. Spring Clean-Up (Streets) Bid Total = $
1) Disposal by Town 150 x /C. Mi. = $
2) Disposal by Contractor 200 x /TN = $
B. On-Call (Regular & Emergency) Bid Total =
1) Disposal by Town 150 x /HR
2) Disposal by Contractor 200 x /TN = $
Bidder Initials: ___________
Bid Item
Bidder Initials: ___________
Bid Item
Bidder Initials: ___________
Bid Item
Bidder Initials: ___________
Bid Item
Bidder Initials: ___________
Bid Item
Bidder Initials: ___________
Bid Item
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
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 @ /LF = $
4) Adjust/Reset Curbing 150 x /LF = $
5) Bituminous Concrete Sidewalk - New Construction 475 x /SY = $
[Site Prep by Town] 10 @ /SY = $
6) Bituminous Concrete Sidewalk - Reconstruction 2,275 x /SY = $
[Site Prep by Town] 10 @ /SY = $
Gravel 650 x /CY = $
7) Bituminous Concrete Sidewalk and Driveway Apron - Resurfacing 125 x /SY = $
[Site Prep by Town] 15 @ /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 @ /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 @ /SF = $
Reflectorized Drums with Flashers [Type A] - Drum Day 30 @ /DY = $
Reflectorized Drums without Flashers - Drum Day 80 x /DY = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
Traffic Cones 80 x /DY = $
25) Pre-Paving Sweeping - = $
Disposal by Town 75 x /HR = $
Disposal by Contractor 50 @ /TN = $
26) Equipment Rental - =
Gradall 120 x /HR = $
Grader 2 x /HR = $
Tandom 10-Ton Roller 30 @ /HR = $
10-Ton Vibrator Roller 30 x /HR = $
10 Wheel Dump Truck 80 x /HR = $
Trailer 16 x /HR = $
Bidder Initials: ___________
Bid Item
Bidder Initials: ___________
Bid Item
Bidder Initials: ___________
Bid Item
Bidder Initials: ___________
Bid Item
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