MW 2027 PW1 - Bid Price Form.pdf
PDF 320 KB Posted
- Attached to
- MW 2027 PW1
- Solicitation number
- BD-27-1217-MAP03-MAP03-133289
- Issued by
- Norfolk County, Massachusetts
About this file
This is a Bid Price Form for MW 2027 PW1, a roadway maintenance and reconstruction project. The scope of work is extensive and encompasses multiple categories of construction and maintenance services including roadway management, drainage structures, pavement, curbing, sidewalk construction and repair, guardrails, catch basin cleaning, earth materials delivery, and pavement markings. The project involves numerous line items with estimated quantities across various units of measurement including linear feet, square yards, tons, cubic yards, and individual units. Specific quantities range from single items (such as 1 manhole at 14-18 feet depth) to large-scale items (such as 987,000 linear feet of 4" white single pavement markings using water-based materials and 630,900 linear feet of 4" yellow double water-based markings). The bid form is organized into distinct sections addressing different work categories, allowing bidders to provide unit prices for each line item that will be multiplied by estimated quantities to determine total costs.
The bid price form requires contractors to submit unit pricing for all line items, with blank fields provided for bidders to enter their names, initials, unit prices, and calculated totals. The form is structured to accommodate multiple pavement marking material options including thermoplastic, water-based, epoxy, and low VOC materials, with separate subtotals required for each category. Additionally, the form includes sections for equipment rental (such as gradalls, graders, and various rollers), contingency items marked "as needed," and lump sum pricing for mobilization. Bidders must complete pricing for all applicable sections including roadway management, drainage, pavement, curbing, sidewalk work, guardrail installations with multiple material options (galvanized steel, corten steel, and wood), catch basin cleaning with disposal options, and delivered earth materials. The comprehensive nature of the form indicates a substantial public works project requiring detailed cost estimation across diverse construction disciplines and material types.
View the file
Other files
Show 40 more
50 files listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
MW 2027PW1 - Bid Price Form Bidder Name: ___________________
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
1. ROADWAY MANAGEMENT
Roadway Maintenance Bid Total = $
102.51 Roadside Tree Protection 5 @ /EA
120.1 Unclassified Excavation 1,250 x /CY = $
121 Class A Rock Excavation 30 x /CY = $
129 Bituminous Concrete Excavation by Cold Planer 28,500 x /SY = $
Bituminous Concrete Excavation by Cold Planer [Night] 2,000 x /SY = $
129.1 Bituminous Concrete Excavation by Cold Planer [Keyways] 300 x /SY = $
141.1 Test Pit for Exploration 5 @ /CY = $
142 Class B Trench Excavation 30 @ /CY = $
144 Class B Rock Excavation 25 x /CY = $
151 Gravel Borrow 560 x /CY = $
153 Controlled Density Fill - Excavatable 60 x /CY = $
170 Fine Grading & Compacting 20,500 x /SY = $
187.3 Removal & Disposal of Drainage Strucure Sediments 2 @ /CY = $
201 Catch Basin 35 x /EA = $
202 Manhole 32 x /EA = $
202.2 Manhole [9 - 14 feet depth] 3 @ /EA = $
202.3 Manhole [14 - 18 feet depth] 1 @ /EA = $
204 Gutter Inlet 35 @ /EA = $
205 Leaching Basin 2 @ /EA = $
220.1.2 Drainage Structure Adjusted [Less than 6" Vertical] 130 x /EA = $
220.2 Drainage Structure Rebuilt 37 x /VFt = $
220.3 Drainage Structure Change in Type 3 @ /EA = $
220.5 Drainage Structure Remodeled 7 @ /EA = $
220.7.2 Sanitary Structure Adjusted [Less than 6" Vertical] 55 x /EA = $
220.8 Sanitary Structure Remodeled 20 @ /EA = $
221 Frame & Cover 14 @ /EA = $
222 Frame & Grate 14 @ /EA = $
222.1 Frame & Grate MHD Cascade Type as needed @ /EA = $
223 Frame & Grate (or Cover) Removed and Reset 10 @ /EA = $
223.1 Frame & Grate (or Cover) Removed and Stacked 1 @ /EA = $
238.12 12" Ductile Iron Pipe 10 x /LF = $
241.12 12" Reinforced Concrete Pipe 60 @ /LF = $
241.15 15" Reinforced Concrete Pipe 60 @ /LF = $
241.24 24" Reinforced Concrete Pipe 10 @ /LF = $
252.12 12" Corrugated Plastic Pipe 10 x /LF = $
252.24 24" HDPE 35 x /LF = $
252.112 12" Corrugated Plastic (Polyethylene) Pipe Flared End 1 @ /EA = $
258 Stone for Pipe Ends 11 @ /SY = $
269.06 6" Slot Perforated Corrugated Plastic Pipe (Subdrain) 100 @ /LF = $
269.08 8" Slot Perforated Corrugated Plastic Pipe (Subdrain) 100 @ /LF = $
357 Gate Box 20 @ /EA = $
358.1 Gate Box Adjusted [Greater than 6" Vertical] 21 x /EA = $
358.2 Gate Box Adjusted [Less than 6" Vertical] 1 @ /EA = $
381 Service Box 1 @ /EA = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
381.3 Service Box Adjusted 16 @ /EA = $
402 Dense Graded Crushed Stone for Sub-Base 310 @ /CY = $
402.12 Dense Graded Crushed Stone for Shoulders 251 @ /CY = $
403 Reclaimed Base Course and/or Sub-Base 1,550 x /SY = $
403.1 Crushed Stone for Blending 26 @ /TN = $
420 Class I Bituminous Concrete Base Course Type I-1 2,000 x /TN = $
440 Calcium Chloride for Roadway Dust Control 1 @ /Lb. = $
442 Liquid Calcium Chloride for Blending 6,500 @ /Gal. = $
443 Water for Roadway Dust Control [per M. Gallons] as needed @ /M Gal. = $
450.9 Contractor Quality Control 9,001 @ /TN = $
Contractor Quality Control [Night] 501 @ /TN = $
452 Asphalt Emulsion for Tack Coat 3,662 x /Gal. = $
Asphalt Emulsion for Tack Coat [Night] 501 @ /Gal. = $
453 Hot Mix Asphalt for Joint Sealant 200 @ /LF = $
Hot Mix Asphalt for Joint Sealant [Night] 10 @ /LF = $
455.23 Superpave Surface Course - SSC 12.5 8,000 @ /TN = $
Superpave Surface Course - SSC 12.5 [Night] 810 @ /TN = $
460 Class I Bituminous Concrete Pavement Type I-1 4,100 x /TN = $
460.2 Class I Bituminous Concrete Pavement Type I-1 Open Graded as needed @ /TN = $
461 Class I Dense Bituminous Concrete Type ST 1 @ /TN = $
464 Bitumen for Tack Coat 1,700 x /Gal. = $
464.5 Hot Poured Rubberized Asphalt Sealer 250 x /LF = $
472.1 Patching 20 x /SY = $
472.2 Patching without Gravel 1 x /SY = $
472.3 Patching with Gravel 3" 5 @ /SY = $
472.4 Grind & Inlay 25 x /SY = $
482.15 Hot Applied Asphalt Crack Filler (Polyester Fibers) 5,600 @ /Gal. = $
483.5 Sawing Pavement and Sidewalk Joints 100 x /LF = $
504 Granite Curb Type VA4 - Straight 151 x /LF = $
504.1 Granite Curb Type VA4 - Curved 26 x /LF = $
504.9 Granite Flushed WCR - Straight 1 @ /LF = $
504.19 Granite Flushed WCR - Curved 1 @ /LF = $
506 Granite Curb Type VB - Straight 1 x /LF = $
506.1 Granite Curb Type VB - Curved 1 x /LF = $
509 Granite Transition Curb for Wheelchair Ramps - Straight 21 x /LF = $
509.1 Granite Transition Curb for Wheelchair Ramps - Curved 11 @ /LF = $
511.1 Granite Edging Type SB Straight 1 @ /LF = $
516 Granite Curb Corner Type A 1 @ /EA = $
520 Concrete Curb Type VA as needed @ /LF = $
570.1 Bituminous Concrete Curb Type 1 1,000 @ /LF = $
570.2 Bituminous Concrete Curb Type 2 1 @ /LF = $
570.3 Bituminous Concrete Curb Type 3 1 @ /LF = $
580 Curb Remove and Reset 30 x /LF = $
582 Curb Corner Remove and Reset 15 @ /EA = $
590 Granite Curb Remove and Reset 10 @ /LF = $
670 Fence Removed and Reset as needed @ /LF = $
697 Sedimentation Fence as needed @ /LF = $
697.1 Silt Stack 50 x /EA = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
701 Concrete Sidewalk 100 x /SY = $
701.1 Concrete Sidewalk at Driveways 850 @ /SY = $
701.2 Concrete Wheelchair Ramp 40 @ /SY = $
702 Bituminous Concrete Walk Surface 260 x /TN = $
702.1 Excavation & Disposal of Existing Sidewalk 70 x /SY = $
703 Bituminous Concrete Driveways [Handwork] 760 @ /TN = $
704.1 Remove & Reset Brick Wakway per Arlington Specs 225 x /SY = $
706 Brick Pavers 10 @ /SY = $
706.1 Brick or Cobblestone Remove and Reset - @ /SY = $
715 Rural Mailbox Removed and Reset 10 @ /EA = $
748 Mobilization [Lump Sum] 27 @ /LS = $
751 Loam Borrow 6 x /CY = $
765 Seeding 225 x /SY = $
767 Mulch Sock 1,450 x /LF = $
767.4 Wood Chip Mulch 1,437 @ /CY = $
767.8 Bales of Hay for Erosion Control as needed @ /EA = $
811.36 Private Utility (Elec./Comm.) Manhole Adusted [Less than 6" Vertical] 2 @ /EA = $
819.831 Wire Loop Installed in Roadway 10 @ /LF = $
847.1 Sign Support - Steel 5 @ /EA = $
852 Safety Signage for Construction 10 @ /SF = $
853 Portable Barricade Type II and III 2 @ /EA = $
854.014 Temporary Pavement Markings - 4" Painted as needed @ /LF = $
Temporary Pavement Markings - 4" Painted [Night] as needed @ /LF = $
854.034 Temporary Pavement Markings - 4" Removable Tape as needed @ /LF = $
856.12 Portable Changeable Message Boards - Unit Day 22 @ /DY = $
859 Reflectorized Drums - Drum Day as needed @ /DY = $
861.04 4" Reflectorized Yellow Line - Painted 125,000 @ /LF = $
864.04 Pavement Arrows & Legends Reflectorized White (Thermo) as needed @ /SF = $
Pavement Arrows & Legends Reflectorized White (Thermo) [Night] as needed @ /SF = $
866.04 4" Reflectorized White Line - Thermoplastic as needed @ /LF = $
4" Reflectorized White Line - Thermoplastic [Night] as needed @ /LF = $
866.12 12" Reflectorized White Line - Thermoplastic as needed @ /LF = $
12" Reflectorized White Line - Thermoplastic [Night] as needed @ /LF = $
867.04 4" Reflectorized Yellow Line - Thermoplastic as needed @ /LF = $
4" Reflectorized Yellow Line - Thermoplastic [Night] as needed @ /LF = $
874.1 Sign Removed and Reset 10 x /EA = $
Equipment Rental
Gradall as needed @ /HR = $
Grader as needed @ /HR = $
Tandom 10-Ton Roller as needed @ /HR = $
10-Ton Vibrator Roller as needed @ /HR = $
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) = $
A Thermoplastic $
B Water-Based $
C Epoxy $
D Low V.O.C. $
A. Thermoplastic Subtotal = $
1) 4" Yellow Double as needed x /LF = $
4" Yellow Double [Night] as needed @ /LF = $
2) 4" Yellow Single as needed @ /LF = $
3) 4" Yellow - Dashed as needed @ /LF = $
4) 4" White Double as needed @ /LF = $
5) 4" White Single as needed x /LF = $
6) 4" White - Dashed 1,000 @ /LF = $
7) 6" Yellow - Double as needed @ /LF = $
8) 6" White - Single 700 = $
9) 12" White Stop & Crosswalk as needed x /LF = $
10) 6' White Police Circles 11 @ /EA = $
11) 8' White "SCHOOL" Legend as needed @ /EA = $
8' White "SCHOOL" Legend [Night] 15 @ /EA = $
12) 8' White "ONLY" Legend as needed @ /EA = $
8' White "ONLY" Legend [Night] 15 @ /EA = $
13) Arrows [federal size] as needed @ /EA = $
Arrows [federal size] [Night] 30 @ /EA = $
14) 4" White Parking T's and L's 70 @ /EA = $
15) 4" White or Yellow Channelization/Median Islands as needed @ /LF = $
16) 10' White "SCHOOL" as needed @ /EA = $
17) White "RXR" [federal size] as needed @ /EA = $
18) 8' White "STOP" as needed @ /EA = $
19) 2' Letters as needed @ /EA = $
20) 3' Letters as needed @ /EA = $
21) 4" Parking Lot stalls (est. 50 lf each) as needed @ /LF = $
22) Bike Lane Symbols - White Directional Arrow as needed @ /EA = $
Bike Lane Symbols - White Directional Arrow [Night] as needed @ /EA = $
23) Bike Lane Symbols - White Bicycle as needed @ /EA = $
Bike Lane Symbols - White Bicycle [Night] as needed @ /EA = $
24) Bike Lane Symbols - White Bicyclist as needed @ /EA = $
25) Bike Lane Letters - White "BIKE", "LANE" as needed @ /EA = $
26) Bike Lane Symbols - White Sharrow/Shared Lane as needed @ /EA = $
27) Bicycle Detector Symbol - White as needed @ /EA = $
Bicycle Detector Symbol - White [Night] as needed @ /EA = $
28) Grind Existing Lines (95% - 100%) as needed @ /LF = $
B. Water-Based Subtotal = $
1) 4" Yellow Double 630,900 x /LF = $
2) 4" Yellow Single 140,700 x /LF = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
3) 4" Yellow - Dashed 150 @ /LF = $
4) 4" White Double as needed @ /LF = $
5) 4" White Single 987,000 x /LF = $
6) 4" White - Dashed 100 x /LF = $
7) 6" Yellow - Double 25,000 @ /LF = $
8) 6" White - Single 47,000 = $
9) 12" White Stop & Crosswalk 84,800 x /LF = $
10) 6' White Police Circles as needed @ /EA = $
11) 8' White "SCHOOL" Legend 9 x /EA = $
12) 8' White "ONLY" Legend 80 x /EA = $
13) Arrows [federal size] 104 x /EA = $
14) 4" White Parking T's and L's 30 x /EA = $
15) 4" White or Yellow Channelization/Median Islands 10 x /LF = $
16) 10' White "SCHOOL" 50 @ /EA = $
17) White "RXR" [federal size] 10 x /EA = $
18) 8' White "STOP" 10 x /EA = $
19) 2' Letters as needed @ /EA = $
20) 3' Letters as needed @ /EA = $
21) 4" Parking Lot stalls (est. 50 lf each) 7,850 x /LF = $
22) Bike Lane Symbols - White Directional Arrow as needed x /EA = $
23) Bike Lane Symbols - White Bicycle 10 x /EA = $
24) Bike Lane Symbols - White Bicyclist as needed @ /EA = $
25) Bike Lane Letters - White "BIKE", "LANE" as needed @ /EA = $
26) Bike Lane Symbols - White Sharrow/Shared Lane 25 x /EA = $
27) Bicycle Detector Symbol - White as needed @ /EA = $
28) Grind Existing Lines (95% - 100%) 5,100 @ /LF = $
C. Epoxy Subtotal = $
1) 4" Yellow Double as needed x /LF = $
2) 4" Yellow Single as needed @ /LF = $
3) 4" Yellow - Dashed as needed @ /LF = $
4) 4" White Double as needed @ /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 as needed @ /LF = $
10) 6' White Police Circles as needed @ /EA = $
11) 8' White "SCHOOL" Legend as needed @ /EA = $
12) 8' White "ONLY" Legend as needed @ /EA = $
13) Arrows [federal size] as needed @ /EA = $
14) 4" White Parking T's and L's as needed @ /EA = $
15) 4" White or Yellow Channelization/Median Islands as needed @ /LF = $
16) 10' White "SCHOOL" as needed @ /EA = $
17) White "RXR" [federal size] as needed @ /EA = $
18) 8' White "STOP" as needed @ /EA = $
19) 2' Letters as needed @ /EA = $
20) 3' Letters as needed @ /EA = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
21) 4" Parking Lot stalls (est. 50 lf each) as needed @ /LF = $
22) Bike Lane Symbols - White Directional Arrow as needed @ /EA = $
23) Bike Lane Symbols - White Bicycle as needed @ /EA = $
24) Bike Lane Symbols - White Bicyclist as needed @ /EA = $
25) Bike Lane Letters - White "BIKE", "LANE" as needed @ /EA = $
26) Bike Lane Symbols - White Sharrow/Shared Lane as needed @ /EA = $
27) Bicycle Detector Symbol - White as needed @ /EA = $
28) Grind Existing Lines (95% - 100%) as needed @ /LF = $
D. Low V.O.C. Subtotal = $
1) 4" Yellow Double as needed @ /LF = $
2) 4" Yellow Single as needed @ /LF = $
3) 4" Yellow - Dashed as needed @ /LF = $
4) 4" White Double as needed @ /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 = $
9) 12" White Stop & Crosswalk as needed @ /LF = $
10) 6' White Police Circles as needed @ /EA = $
11) 8' White "SCHOOL" Legend as needed @ /EA = $
12) 8' White "ONLY" Legend as needed @ /EA = $
13) Arrows [federal size] as needed @ /EA = $
14) 4" White Parking T's and L's as needed @ /EA = $
15) 4" White or Yellow Channelization/Median Islands as needed @ /LF = $
16) 10' White "SCHOOL" as needed @ /EA = $
17) White "RXR" [federal size] as needed @ /EA = $
18) 8' White "STOP" as needed @ /EA = $
19) 2' Letters as needed @ /EA = $
20) 3' Letters as needed @ /EA = $
21) 4" Parking Lot stalls (est. 50 lf each) as needed @ /LF = $
22) Bike Lane Symbols - White Directional Arrow as needed x /EA = $
23) Bike Lane Symbols - White Bicycle as needed x /EA = $
24) Bike Lane Symbols - White Bicyclist as needed x /EA = $
25) Bike Lane Letters - White "BIKE", "LANE" as needed x /EA = $
26) Bike Lane Symbols - White Sharrow/Shared Lane as needed x /EA = $
27) Bicycle Detector Symbol - White as needed @ /EA = $
28) Grind Existing Lines (95% - 100%) as needed x /LF = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
7. Guardrail
Guardrail Bid Total (Subtotals A + B + C +D) = $
A. Steel Beam [New Type SS Galvanized Rail/Hardware/Posts] Subtotal = $
1) Straight (single-faced) 360 x /LF = $
2) Curved (single-faced) 50 @ /LF = $
3) Straight (double-faced) as needed @ /LF = $
4) Terminal Section (single-faced) 4 x /EA = $
5) Terminal Section (double-faced) as needed @ /EA = $
6) Green/Red Terminal End Delineator as needed x /EA = $
7) White Mountable Delineator as needed x /EA = $
8) Highway Guard Buried Ends (single-faced) as needed @ /EA = $
9) Remove & Dispose of Existing as needed x /LF = $
10) Class B Rock Excavation as needed @ /CY = $
B. Steel Beam [Corten Rail/Corten Hardware/Corten Posts] Subtotal = $
1) Straight (single-faced) 15,000 x /LF = $
2) Curved (single-faced) 250 x /LF = $
3) Straight (double-faced) as needed @ /LF = $
4) Terminal Section (single-faced) 50 x /EA = $
5) Terminal Section (double-faced) as needed @ /EA = $
6) Green/Red Terminal End Delineator 50 x /EA = $
7) White Mountable Delineator 500 @ /EA = $
8) Highway Guard Buried Ends (single-faced) as needed x /EA = $
9) Remove & Dispose of Existing 15,000 x /LF = $
10) Class B Rock Excavation 10 @ /CY = $
C. Steel Beam [Corten Rail/Corten Hardware/Wood Posts] Subtotal = $
1) Straight (single-faced) as needed @ /LF = $
2) Curved (single-faced) as needed @ /LF = $
3) Straight (double-faced) as needed @ /LF = $
4) Terminal Section (single-faced) as needed @ /EA = $
5) Terminal Section (double-faced) as needed @ /EA = $
6) Green/Red Terminal End Delineator as needed @ /EA = $
7) White Mountable Delineator as needed @ /EA = $
8) Highway Guard Buried Ends (single-faced) as needed @ /EA = $
9) Remove & Dispose of Existing as needed @ /LF = $
10) Class B Rock Excavation as needed @ /CY = $
11) Concrete Posts Remove & Dispose as needed @ /EA = $
D. New Wood Subtotal = $
1) Type 1 (including posts 8' o.c.) 310 @ /LF = $
2) Remove & Dispose of Existing Type 1 as needed @ /LF = $
3) Type 2 (including posts 8' o.c.) 10 @ /LF = $
2) Disposal by Contractor as needed x /TN = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
9. CATCH BASIN CLEANING & RELATED SERVICES
Catch Basin Cleaning & Related Services Bid Total (Subtotals A + B + C + D + E + F) = $
A. Catch Basin Cleaning [Disposal by Town] Subtotal = $
1) Routine Maintenance 3,200 x /EA = $
2) Emergency & Unscheduled Service 16 @ /HR
B. Catch Basin Cleaning [Disposal by Contractor] Subtotal = $
1) Routine Maintenance 3,500 x /EA = $
2) Emergency & Unscheduled Service as needed @ /HR
C. Jet Rodding [Disposal by Contractor] Subtotal = $
1) Routine Maintenance 40 x /EA = $
2) Emergency & Unscheduled Service 32 x /HR = $
D. Drain Line Video Inspection & Reporting Subtotal = $
1) Inspection & Reporting 16 x /DY = $
2) Emergency & Unscheduled Service 4 x /HR = $
E. Water Quality Structure Maintenance [Disposal by Town]* Subtotal = $
1) Routine Maintenance 3 @ /EA
2) Emergency & Unscheduled Service as needed @ /HR
*Pricing should reflect maintenance for all brands expected to be encountered.
F. Water Quality Structure Maintenance [Disposal by Contractor]* Subtotal = $
1) Routine Maintenance 10 x /EA = $
2) Emergency & Unscheduled Service as needed @ /HR
*Pricing should reflect maintenance for all brands expected to be encountered.
10. EARTH MATERIALS [DELIVERED]
A. GRAVELS [Delivered] Bid Total =
1) Gravel Borrow 20 @ /TN
2) Processed Gravel for Sub-Base 40 @ /TN
3) Gravel [Pac Type] as needed @ /TN
4) Processed Gravel for Sub-Base (3/4" Dense Pack) 250 x /TN = $
B. LOAM BORROW [Delivered] Bid Total = $
Loam Borrow 100 x /CY = $
C. ORDINARY BORROW [Delivered] Bid Total =
Ordinary Borrow as needed @ /TN
D. RECYCLED MATERIAL [Delivered] Bid Total = $
1) By Weight as needed @ /TN
E. SAND [Delivered] Bid Total =
1) Washed 50 x /TN = $
2) Borrow as needed @ /TN
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
F. STONE [Delivered] Bid Total = $
1) 3/8" Washed as needed @ /TN
2) 1/2" Washed as needed @ /TN
3) 3/4" Washed 150 x /TN = $
4) 1-1/2" Washed 20 @ /TN
5) 2" Washed as needed @ /TN
6) Stone Dust as needed x /TN = $
7) 6" - 10" Rip Rap 20 x /TN = $
G. BITUMINOUS MATERIALS [Delivered] Bid Total = $
1) Hot Mix Asphalt [Type 1] 900 x /TN = $
2) Hot Mix Asphalt (Winter Mix) [Type I] 100 x /TN = $
4) Winter Cold Patch 50 @ /TN = $
H. FIBER MULCH Bid Total = $
1) Fiber Mulch as needed @ /CY
I. WINTER MAINTENANCE SAND [Delivered] Bid Total = $
1) Winter Maintenance Sand 100 x /TN = $
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
Bidder Initials: ___________
Bid Item
Bidder Initials: ___________
Bid Item
Estimated
Quantity x Bid Price / Unit = Total
14. SIDEWALK CONSTRUCTION, RECONSTRUCTION, AND REPAIR
Sidewalk Construction, Reconstruction, and Resurfacing Bid Total = $
1) Cape Cod Berm 1,160 x /LF = $
2) Granite Curb - Straight [Supply and Set] 51 x /LF = $
Granite Curb - Straight [Set Only] 1 x /LF = $
Granite Curb - Radius [Supply and Set] 21 x /LF = $
Granite Curb - Radius [Set Only] 1 @ /LF = $
3) Pre-Cast Concrete Curb - Straight [Set Only] as needed @ /LF = $
Pre-Cast Concrete Curb - Radius [Set Only] as needed @ /LF = $
4) Adjust/Reset Curbing 120 x /LF = $
5) Bituminous Concrete Sidewalk - New Construction 1,210 x /SY = $
[Site Prep by Town] as needed @ /SY = $
6) Bituminous Concrete Sidewalk - Reconstruction 225 x /SY = $
[Site Prep by Town] as needed @ /SY = $
Gravel 10 @ /CY = $
7) Bituminous Concrete Sidewalk and Driveway Apron - Resurfacing 50 x /SY = $
[Site Prep by Town] as needed @ /SY = $
8) Cement Concrete Sidewalk - New Construction 250 x /SY = $
Cement Concrete Sidewalk - Reconstruction 210 @ /SY = $
9) Sawcutting 150 x /LF = $
10) Handicap Ramp Tactile Strips 11 x /EA = $
11) Loam & Hydro-Seed [4" Depth] 35 x /SY = $
12) Adjust Service Box 2 x /EA = $
13) Replace Service Box - @ /EA = $
14) Adjust Manhole Catch Basin Frames 2 x /EA = $
15) Rebuild Manhole and Catch Basin Frames 2 x /EA = $
16) Reset or Replace Brick or Stone Walkway 25 @ /SY = $
17) Catch Basin Installed 8 x /EA = $
18) Gutter Inlet Installed 10 @ /EA = $
19) Ductile Iron Drainpipe as needed x /LF = $
20) 4 inch PVC Pipe for Drainage as needed @ /LF = $
21) Unclassified Excavation 45 x /CY = $
22) Hot Mix Asphalt for Patching 35 x /TN = $
23) Traffic Controls/Safety Signing -
Traffic Controls/Safety Signing 20 x /SF = $
Reflectorized Drums with Flashers [Type A] - Drum Day as needed @ /DY = $
Reflectorized Drums without Flashers - Drum Day as needed @ /DY = $
Traffic Cones 5 x /DY = $
24) Pre-Paving Sweeping -
Disposal by Town as needed @ /HR = $
Disposal by Contractor 5 @ /TN = $
25) Equipment Rental -
Gradall 8 @ /HR = $
Grader 8 @ /HR = $
Tandom 10-Ton Roller 8 @ /HR = $
10-Ton Vibrator Roller 8 @ /HR = $
Bidder Initials: ___________
Bid Item
File details come from the government source that posted it. Updated .