24R0002 FY 24 Base Pavements Atch 2 Proposal Schedule blank (Exhibit A-E) 7 Dec 23.xlsx
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- Attached to
- Whiteman AFB Base Pavements IDIQ Federal contract opportunity
- Solicitation number
- FA462524R0002
About this file
This document package includes a proposal schedule and related federal contract opportunity notice. The proposal schedule provides pricing templates for base and option year requirements for a firm fixed-price Indefinite Delivery, Indefinite Quantity contract for base pavements at Whiteman Air Force Base. Work includes demolition, earthwork, road and parking lot pavement, concrete work, utility work, pavement maintenance, and materials. The federal contract opportunity notice is for Solicitation FA462524R0002 for base pavements at Whiteman AFB. It is a 100% small business set-aside with a magnitude between $5-10 million. The ordering period is a 12-month base period and four 12-month option periods to be awarded through task orders. The award basis is best value tradeoff of technical, past performance, and price factors. Prospective contractors must register in SAM to be eligible.
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Summary
| Period | Total Price |
| Base Year (1 Apr 24 - 30 Mar 25) | $0.00 |
| Option Period 1 (1 Apr 25 - 30 Mar 26) | $0.00 |
| Option Period 2 (1 Apr 26 - 30 Mar 27) | $0.00 |
| Option Period 3 (1 Apr 27 - 30 Mar 28) | $0.00 |
| Option Period 4 (1 Apr 28 - 30 Mar 29) | $0.00 |
| GRAND TOTAL | $0.00 |
Exhibit A (Base Year)
| ITEM | DESCRIPTION | EST. QTY. | UNIT | UNIT PRICE | EST. amount |
| Demolition | |||||
| Provide labor and equipment, dispose of removed materials | |||||
| A001 | Reserved | 0 | $0.00 | ||
| A002 | Remove & Dispose Asphalt (Demolition) | 150 | CY | $0.00 | |
| A003 | Haul and Dispose (All other material not elsewhere identified) | CY | $0.00 | ||
| A004 | Salvage and stock pile top soil | 100 | CY | $0.00 | |
| A005 | Reserved | 0 | $0.00 | ||
| A006 | Saw Cut Asphalt Pavement | 250 | LF | $0.00 | |
| A007 | Saw Cut Conc. Pavement, 8" Deep | 10 | LF | $0.00 | |
| A008 | Remove & Dispose Concrete Curb & Gutter | 100 | LF | $0.00 | |
| A009 | Remove & Dispose Conc Sidewalk | 250 | SF | $0.00 | |
| A00A | Remove & Dispose 6" to 9" Concrete Pavement, Not Reinforced | 150 | SY | $0.00 | |
| A00B | Remove & Dispose 6" to 9" Concrete Pavement, Reinforced | 50 | SY | $0.00 | |
| A00C | Salvage Wheel Stops | 5 | EA | $0.00 | |
| A00D | Reserved | 0 | $0.00 | ||
| Earthwork | |||||
| Provide labor and equipment | |||||
| A00E | Excavate & Grade Swales - max 1.5' Deep | 40 | SY | $0.00 | |
| A00F | Survey & Staking | 30 | HR | $0.00 | |
| A00G | Bulk Excavation | 40 | BCY | $0.00 | |
| A00H | Stripping Topsoil | 15 | CY | $0.00 | |
| A00J | Backfill Material | 4 | LCY | $0.00 | |
| A00K | Base Rock | 200 | Ton | $0.00 | |
| A00L | Finish Surface Grading | 40 | SY | $0.00 | |
| A00M | Backfill Utility Trench & Compact in 6" lifts | 20 | SY | $0.00 | |
| A00N | Compact Soil 6" lifts, with sheepsfoot roller, two passes | 150 | ECY | $0.00 | |
| Road and Parking Lot Pavement Work | |||||
| Furnish & install items | |||||
| A00P | 8-inch Lime Stabilization Sub-Grade (MODOT Standards) | 500 | SY | $0.00 | |
| A00Q | Rotomilling (Max. 2") | 18,009 | SY | $0.00 | |
| A00R | Asphalt | 10,380 | Ton | $0.00 | |
| A00S | Prime Coat | 5,000 | SF | $0.00 | |
| A00T | Typar Filter Cloth | 500 | SY | $0.00 | |
| A00U | Tack Coat | 4,802 | SF | $0.00 | |
| A00V | Concrete Pavement (6") (Roadway) | 65 | SY | $0.00 | |
| A00W | Concrete Pavement (8") (Roadway) | 65 | SY | $0.00 | |
| A00X | Concrete Pavement (9") (Roadway) | 67 | SY | $0.00 | |
| A00Y | Concrete Pavement (Up to 23")(WSA) | 100 | CY | $0.00 | |
| A00Z | Drill Existing Conc. and Place 1.5" Dia X 24" Dowel | 100 | EA | $0.00 | |
| A010 | Drill Existing Conc. and Place 5/8" Dia X 24" Dowel | 50 | EA | $0.00 | |
| Concrete Work | |||||
| Furnish and install items with excavation and backfill as separate payitems | |||||
| A011 | Curb & Gutter, 24" | 100 | LF | $0.00 | |
| A012 | Concrete | 84 | CY | $0.00 | |
| A013 | Concrete Manholes (Lids Included) | 2 | VLF | $0.00 | |
| A014 | Concrete Curb Inlet (Lids Included) | 2 | EA | $0.00 | |
| Pavement Markings | |||||
| Furnish & install items | |||||
| A015A | Striping | 1,000 | LF | $0.00 | |
| A015B | Arrow | 5 | EA | $0.00 | |
| A015C | Handicap Symbol | 5 | EA | $0.00 | |
| A015D | Stop Bar | 60 | LF | $0.00 | |
| A015E | Crosswalk | 130 | LF | $0.00 | |
| A015F | Parking Stall | 100 | EA | $0.00 | |
| Utility Work | |||||
| Furnish and install items with excavation and backfill as separate pay items | |||||
| A016 | Pipe, 18 inch RCP | 25 | LF | $0.00 | |
| A017 | Pipe, 24 inch RCP | 25 | LF | $0.00 | |
| A01A | Pipe, 18 inch Corrugated | 15 | LF | $0.00 | |
| A01B | Pipe, 24 inch Corrugated | 15 | LF | $0.00 | |
| A01C | Area Inlet grates | 1 | EA | $0.00 | |
| A01D | Concrete Headwall (Index 250) | 1 | EA | $0.00 | |
| A01E | Manhole Paving Riser Ring | 2 | EA | $0.00 | |
| A01F | Adjust Manhole Elevation | 2 | EA | $0.00 | |
| A01G | Adjust Valve Box Elevation | 2 | EA | $0.00 | |
| Miscellaneous | |||||
| Furnish & install items | |||||
| A01N | 6" Pipe Bollard | 2 | EA | $0.00 | |
| A01P | Removable 5" Bollard, 6" sleeve | 2 | EA | $0.00 | |
| Earthwork Materials and Site Restoration | |||||
| Furnish & install items | |||||
| A01Q | Spread & Compact Clean Fill 6" Lifts | 40 | SY | $0.00 | |
| A01S | Seeding and Mulching | 1,000 | CSF | $0.00 | |
| A01U | Silt Fence | 30 | LF | $0.00 | |
| Pavement Maintenance | |||||
| Furnish & install items | |||||
| A02A | Type A Pothole Repair in accordance with Section 03400. Type A is a diameter from 4 to 8 inches with a depth of 2 inches or less or a diameter of 8 to 16 inches with a depth of 1 inch or less. | 20 | Ea | $0.00 | |
| A02B | Type B Pothole Repair in accordance with Section 03400. Type B is a diameter from 4 to 8 inches with a depth greater than 2 inches or a diameter of 8 to 16 inches with a depth greater than 1 inch or a diameter 16 to 32 inches with a depth of 0.5 to 1 inch | 20 | Ea | $0.00 | |
| A02C | Type C Pothole Repair in accordance with Section 03400. Type C is a diameter from 16 to 32 inches with a depth greater than 1 inch. | 20 | Ea | $0.00 | |
| Note: If the pothole is more than 32 inches in diameter, the area should be determined in square feet and divided by 5 square feet to find the equivalent number of holes. If the depth is 1 inch or less, the holes are considered Type B. If the depth is more than 1 inches, they are considered Type C. Depth measurement will be the deepest part of the pothole. Diameter measurement will be the average of the transverse diameter and the longitudinal diameter as it relates to the flow of traffic. Maximum depth of asphalt is 5 inches for base streets. | $0.00 | ||||
| A03A | Spall Repair-Epoxy Bond PCC | 250 | SF | $0.00 | |
| A03B | Reserved | $0.00 | |||
| A04A | Type A Crack Sealing for Asphalt in accordance with Section 3.0. Type A is being greater than or equal to 0.25 inch but less than or equal to 0.75 inch in width. | 5,000 | LF | $0.00 | |
| A04B | Type B Crack Sealing for Asphalt in accordance with Section 3.0. Type B is being greater than 0.75 inches but less than 2 inches in width. | 2,500 | LF | $0.00 | |
| Note: Anything under 0.25” is not sealed unless specifically noted by the base pavement engineer. Any cracks wider than 2” will be classified as an asphalt patch. | $0.00 | ||||
| A05A | Crack Sealing for Concrete in accordance with Section 4.0 | 2,500 | LF | $0.00 | |
| A06A | Slurry Seal in accordance with Section 3.6, Parking Lot | 20,000 | SY | $0.00 | |
| A06B | Slurry Seal in accordance with Section 3.6, Roadway | 15,000 | SY | $0.00 | |
| A07A | Fog Seal | 2,500 | SY | $0.00 |
END OF BASE YEAR LINE ITEMS BASE YEAR TOTAL COST $0.00
&"Arial,Bold"OPTION YEAR 1__FOR OFFICIAL USE ONLY
Page &P of &N
Exhibit B (Option Year 1)
| ITEM | DESCRIPTION | EST. QTY. | UNIT | UNIT PRICE | EST. amount |
| Demolition | |||||
| Provide labor and equipment, dispose of removed materials | |||||
| A001 | Reserved | 0 | $0.00 | ||
| A002 | Remove & Dispose Asphalt (Demolition) | 150 | CY | $0.00 | |
| A003 | Haul and Dispose (All other material not elsewhere identified) | CY | $0.00 | ||
| A004 | Salvage and stock pile top soil | 100 | CY | $0.00 | |
| A005 | Reserved | 0 | $0.00 | ||
| A006 | Saw Cut Asphalt Pavement | 250 | LF | $0.00 | |
| A007 | Saw Cut Conc. Pavement, 8" Deep | 10 | LF | $0.00 | |
| A008 | Remove & Dispose Concrete Curb & Gutter | 100 | LF | $0.00 | |
| A009 | Remove & Dispose Conc Sidewalk | 250 | SF | $0.00 | |
| A00A | Remove & Dispose 6" to 9" Concrete Pavement, Not Reinforced | 150 | SY | $0.00 | |
| A00B | Remove & Dispose 6" to 9" Concrete Pavement, Reinforced | 50 | SY | $0.00 | |
| A00C | Salvage Wheel Stops | 5 | EA | $0.00 | |
| A00D | Reserved | 0 | $0.00 | ||
| Earthwork | |||||
| Provide labor and equipment | |||||
| A00E | Excavate & Grade Swales - max 1.5' Deep | 40 | SY | $0.00 | |
| A00F | Survey & Staking | 30 | HR | $0.00 | |
| A00G | Bulk Excavation | 40 | BCY | $0.00 | |
| A00H | Stripping Topsoil | 15 | CY | $0.00 | |
| A00J | Backfill Material | 4 | LCY | $0.00 | |
| A00K | Base Rock | 200 | Ton | $0.00 | |
| A00L | Finish Surface Grading | 40 | SY | $0.00 | |
| A00M | Backfill Utility Trench & Compact in 6" lifts | 20 | SY | $0.00 | |
| A00N | Compact Soil 6" lifts, with sheepsfoot roller, two passes | 150 | ECY | $0.00 | |
| Road Pavement Work | |||||
| Furnish & install items | |||||
| A00P | 8-inch Lime Stabilization Sub-Grade (MODOT Standards) | 250 | SY | $0.00 | |
| A00Q | Rotomilling (Max. 2") | 17,163 | SY | $0.00 | |
| A00R | Asphalt | 9,892 | Ton | $0.00 | |
| A00S | Prime Coat | 5,000 | SF | $0.00 | |
| A00T | Typar Filter Cloth | 500 | SY | $0.00 | |
| A00U | Tack Coat | 4,577 | SF | $0.00 | |
| A00V | Concrete Pavement (6") (Roadway) | 65 | SY | $0.00 | |
| A00W | Concrete Pavement (8") (Roadway) | 65 | SY | $0.00 | |
| A00X | Concrete Pavement (9") (Roadway) | 67 | SY | $0.00 | |
| A00Y | Concrete Pavement (Up to 23")(WSA) | 100 | CY | $0.00 | |
| A00Z | Drill Existing Conc. and Place 1.5" Dia X 24" Dowel | 100 | EA | $0.00 | |
| A010 | Drill Existing Conc. and Place 5/8" Dia X 24" Dowel | 50 | EA | $0.00 | |
| Concrete Work | |||||
| Furnish and install items with excavation and backfill as separate payitems | |||||
| A011 | Curb & Gutter, 24" | 100 | LF | $0.00 | |
| A012 | Concrete | 84 | CY | $0.00 | |
| A013 | Concrete Manholes (Lids Included) | 2 | VLF | $0.00 | |
| A014 | Concrete Curb Inlet (Lids Included) | 2 | EA | $0.00 | |
| Pavement Markings | |||||
| Furnish & install items | |||||
| A015A | Striping | 1,000 | LF | $0.00 | |
| A015B | Arrow | 5 | EA | $0.00 | |
| A015C | Handicap Symbol | 5 | EA | $0.00 | |
| A015D | Stop Bar | 60 | LF | $0.00 | |
| A015E | Crosswalk | 130 | LF | $0.00 | |
| A015F | Parking Stall | 100 | EA | $0.00 | |
| Utility Work | |||||
| Furnish and install items with excavation and backfill as separate pay items | |||||
| A016 | Pipe, 18 inch RCP | 25 | LF | $0.00 | |
| A017 | Pipe, 24 inch RCP | 25 | LF | $0.00 | |
| A01A | Pipe, 18 inch Corrugated | 15 | LF | $0.00 | |
| A01B | Pipe, 24 inch Corrugated | 15 | LF | $0.00 | |
| A01C | Area Inlet grates | 1 | EA | $0.00 | |
| A01D | Concrete Headwall (Index 250) | 1 | EA | $0.00 | |
| A01E | Manhole Paving Riser Ring | 2 | EA | $0.00 | |
| A01F | Adjust Manhole Elevation | 2 | EA | $0.00 | |
| A01G | Adjust Valve Box Elevation | 2 | EA | $0.00 | |
| Miscellaneous | |||||
| Furnish & install items | |||||
| A01N | 6" Pipe Bollard | 2 | EA | $0.00 | |
| A01P | Removable 5" Bollard, 6" sleeve | 2 | EA | $0.00 | |
| Earthwork Materials and Site Restoration | |||||
| Furnish & install items | |||||
| A01Q | Spread & Compact Clean Fill 6" Lifts | 40 | SY | $0.00 | |
| A01S | Seeding and Mulching | 1,000 | CSF | $0.00 | |
| A01U | Silt Fence | 30 | LF | $0.00 | |
| Pavement Maintenance | |||||
| Furnish & install items | |||||
| A02A | Type A Pothole Repair in accordance with Section 03400. Type A is a diameter from 4 to 8 inches with a depth of 2 inches or less or a diameter of 8 to 16 inches with a depth of 1 inch or less. | 20 | Ea | $0.00 | |
| A02B | Type B Pothole Repair in accordance with Section 03400. Type B is a diameter from 4 to 8 inches with a depth greater than 2 inches or a diameter of 8 to 16 inches with a depth greater than 1 inch or a diameter 16 to 32 inches with a depth of 0.5 to 1 inch | 20 | Ea | $0.00 | |
| A02C | Type C Pothole Repair in accordance with Section 03400. Type C is a diameter from 16 to 32 inches with a depth greater than 1 inch. | 20 | Ea | $0.00 | |
| Note: If the pothole is more than 32 inches in diameter, the area should be determined in square feet and divided by 5 square feet to find the equivalent number of holes. If the depth is 1 inch or less, the holes are considered Type B. If the depth is more than 1 inches, they are considered Type C. Depth measurement will be the deepest part of the pothole. Diameter measurement will be the average of the transverse diameter and the longitudinal diameter as it relates to the flow of traffic. Maximum depth of asphalt is 5 inches for base streets. | $0.00 | ||||
| A03A | Spall Repair-Epoxy Bond PCC | 250 | SF | $0.00 | |
| A03B | Reserved | $0.00 | |||
| A04A | Type A Crack Sealing for Asphalt in accordance with Section 3.0. Type A is being greater than or equal to 0.25 inch but less than or equal to 0.75 inch in width. | 5,000 | LF | $0.00 | |
| A04B | Type B Crack Sealing for Asphalt in accordance with Section 3.0. Type B is being greater than 0.75 inches but less than 2 inches in width. | 2,500 | LF | $0.00 | |
| Note: Anything under 0.25” is not sealed unless specifically noted by the base pavement engineer. Any cracks wider than 2” will be classified as an asphalt patch. | $0.00 | ||||
| A05A | Crack Sealing for Concrete in accordance with Section 4.0 | 2,500 | LF | $0.00 | |
| A06A | Slurry Seal in accordance with Section 3.6, Parking Lot | 20,000 | SY | $0.00 | |
| A06B | Slurry Seal in accordance with Section 3.6, Roadway | 15,000 | SY | $0.00 | |
| A07A | Fog Seal | 2,500 | SY | $0.00 |
END OF OPTION YEAR 1 LINE ITEMS OPTION YEAR 1 TOTAL COST $0.00
&"Arial,Bold"OPTION YEAR 1
Page &P of &N
Exhibit C (Option Year 2)
| ITEM | DESCRIPTION | EST. QTY. | UNIT | UNIT PRICE | EST. amount |
| Demolition | |||||
| Provide labor and equipment, dispose of removed materials | |||||
| A001 | Reserved | 0 | $0.00 | ||
| A002 | Remove & Dispose Asphalt (Demolition) | 150 | CY | $0.00 | |
| A003 | Haul and Dispose (All other material not elsewhere identified) | CY | $0.00 | ||
| A004 | Salvage and stock pile top soil | 100 | CY | $0.00 | |
| A005 | Reserved | 0 | $0.00 | ||
| A006 | Saw Cut Asphalt Pavement | 250 | LF | $0.00 | |
| A007 | Saw Cut Conc. Pavement, 8" Deep | 10 | LF | $0.00 | |
| A008 | Remove & Dispose Concrete Curb & Gutter | 100 | LF | $0.00 | |
| A009 | Remove & Dispose Conc Sidewalk | 250 | SF | $0.00 | |
| A00A | Remove & Dispose 6" to 9" Concrete Pavement, Not Reinforced | 150 | SY | $0.00 | |
| A00B | Remove & Dispose 6" to 9" Concrete Pavement, Reinforced | 50 | SY | $0.00 | |
| A00C | Salvage Wheel Stops | 5 | EA | $0.00 | |
| A00D | Reserved | 0 | $0.00 | ||
| Earthwork | |||||
| Provide labor and equipment | |||||
| A00E | Excavate & Grade Swales - max 1.5' Deep | 40 | SY | $0.00 | |
| A00F | Survey & Staking | 30 | HR | $0.00 | |
| A00G | Bulk Excavation | 40 | BCY | $0.00 | |
| A00H | Stripping Topsoil | 15 | CY | $0.00 | |
| A00J | Backfill Material | 4 | LCY | $0.00 | |
| A00K | Base Rock | 200 | Ton | $0.00 | |
| A00L | Finish Surface Grading | 40 | SY | $0.00 | |
| A00M | Backfill Utility Trench & Compact in 6" lifts | 20 | SY | $0.00 | |
| A00N | Compact Soil 6" lifts, with sheepsfoot roller, two passes | 150 | ECY | $0.00 | |
| Road Pavement Work | |||||
| Furnish & install items | |||||
| A00P | 8-inch Lime Stabilization Sub-Grade (MODOT Standards) | 250 | SY | $0.00 | |
| A00Q | Rotomilling (Max. 2") | 16,345 | SY | $0.00 | |
| A00R | Asphalt | 9,420 | Ton | $0.00 | |
| A00S | Prime Coat | 5,000 | SF | $0.00 | |
| A00T | Typar Filter Cloth | 500 | SY | $0.00 | |
| A00U | Tack Coat | 4,359 | SF | $0.00 | |
| A00V | Concrete Pavement (6") (Roadway) | 65 | SY | $0.00 | |
| A00W | Concrete Pavement (8") (Roadway) | 65 | SY | $0.00 | |
| A00X | Concrete Pavement (9") (Roadway) | 67 | SY | $0.00 | |
| A00Y | Concrete Pavement (Up to 23")(WSA) | 100 | CY | $0.00 | |
| A00Z | Drill Existing Conc. and Place 1.5" Dia X 24" Dowel | 100 | EA | $0.00 | |
| A010 | Drill Existing Conc. and Place 5/8" Dia X 24" Dowel | 50 | EA | $0.00 | |
| Concrete Work | |||||
| Furnish and install items with excavation and backfill as separate payitems | |||||
| A011 | Curb & Gutter, 24" | 100 | LF | $0.00 | |
| A012 | Concrete | 84 | CY | $0.00 | |
| A013 | Concrete Manholes (Lids Included) | 2 | VLF | $0.00 | |
| A014 | Concrete Curb Inlet (Lids Included) | 2 | EA | $0.00 | |
| Pavement Markings | |||||
| Furnish & install items | |||||
| A015A | Striping | 1,000 | LF | $0.00 | |
| A015B | Arrow | 5 | EA | $0.00 | |
| A015C | Handicap Symbol | 5 | EA | $0.00 | |
| A015D | Stop Bar | 60 | LF | $0.00 | |
| A015E | Crosswalk | 130 | LF | $0.00 | |
| A015F | Parking Stall | 100 | EA | $0.00 | |
| Utility Work | |||||
| Furnish and install items with excavation and backfill as separate pay items | |||||
| A016 | Pipe, 18 inch RCP | 25 | LF | $0.00 | |
| A017 | Pipe, 24 inch RCP | 25 | LF | $0.00 | |
| A01A | Pipe, 18 inch Corrugated | 15 | LF | $0.00 | |
| A01B | Pipe, 24 inch Corrugated | 15 | LF | $0.00 | |
| A01C | Area Inlet grates | 1 | EA | $0.00 | |
| A01D | Concrete Headwall (Index 250) | 1 | EA | $0.00 | |
| A01E | Manhole Paving Riser Ring | 2 | EA | $0.00 | |
| A01F | Adjust Manhole Elevation | 2 | EA | $0.00 | |
| A01G | Adjust Valve Box Elevation | 2 | EA | $0.00 | |
| Miscellaneous | |||||
| Furnish & install items | |||||
| A01N | 6" Pipe Bollard | 2 | EA | $0.00 | |
| A01P | Removable 5" Bollard, 6" sleeve | 2 | EA | $0.00 | |
| Earthwork Materials and Site Restoration | |||||
| Furnish & install items | |||||
| A01Q | Spread & Compact Clean Fill 6" Lifts | 40 | SY | $0.00 | |
| A01S | Seeding and Mulching | 1,000 | CSF | $0.00 | |
| A01U | Silt Fence | 30 | LF | $0.00 | |
| Pavement Maintenance | |||||
| Furnish & install items | |||||
| A02A | Type A Pothole Repair in accordance with Section 03400. Type A is a diameter from 4 to 8 inches with a depth of 2 inches or less or a diameter of 8 to 16 inches with a depth of 1 inch or less. | 20 | Ea | $0.00 | |
| A02B | Type B Pothole Repair in accordance with Section 03400. Type B is a diameter from 4 to 8 inches with a depth greater than 2 inches or a diameter of 8 to 16 inches with a depth greater than 1 inch or a diameter 16 to 32 inches with a depth of 0.5 to 1 inch | 20 | Ea | $0.00 | |
| A02C | Type C Pothole Repair in accordance with Section 03400. Type C is a diameter from 16 to 32 inches with a depth greater than 1 inch. | 20 | Ea | $0.00 | |
| Note: If the pothole is more than 32 inches in diameter, the area should be determined in square feet and divided by 5 square feet to find the equivalent number of holes. If the depth is 1 inch or less, the holes are considered Type B. If the depth is more than 1 inches, they are considered Type C. Depth measurement will be the deepest part of the pothole. Diameter measurement will be the average of the transverse diameter and the longitudinal diameter as it relates to the flow of traffic. Maximum depth of asphalt is 5 inches for base streets. | $0.00 | ||||
| A03A | Spall Repair-Epoxy Bond PCC | 250 | SF | $0.00 | |
| A03B | Reserved | $0.00 | |||
| A04A | Type A Crack Sealing for Asphalt in accordance with Section 3.0. Type A is being greater than or equal to 0.25 inch but less than or equal to 0.75 inch in width. | 5,000 | LF | $0.00 | |
| A04B | Type B Crack Sealing for Asphalt in accordance with Section 3.0. Type B is being greater than 0.75 inches but less than 2 inches in width. | 2,500 | LF | $0.00 | |
| Note: Anything under 0.25” is not sealed unless specifically noted by the base pavement engineer. Any cracks wider than 2” will be classified as an asphalt patch. | $0.00 | ||||
| A05A | Crack Sealing for Concrete in accordance with Section 4.0 | 2,500 | LF | $0.00 | |
| A06A | Slurry Seal in accordance with Section 3.6, Parking Lot | 20,000 | SY | $0.00 | |
| A06B | Slurry Seal in accordance with Section 3.6, Roadway | 15,000 | SY | $0.00 | |
| A07A | Fog Seal | 2,500 | SY | $0.00 |
END OF OPTION YEAR 2 LINE ITEMS OPTION YEAR 2 TOTAL COST $0.00
&"Arial,Bold"OPTION YEAR 2
Page &P of &N
Exhibit D (Option Year 3)
| ITEM | DESCRIPTION | EST. QTY. | UNIT | UNIT PRICE | EST. amount |
| Demolition | |||||
| Provide labor and equipment, dispose of removed materials | |||||
| A001 | Reserved | 0 | $0.00 | ||
| A002 | Remove & Dispose Asphalt (Demolition) | 150 | CY | $0.00 | |
| A003 | Haul and Dispose (All other material not elsewhere identified) | CY | $0.00 | ||
| A004 | Salvage and stock pile top soil | 100 | CY | $0.00 | |
| A005 | Reserved | 0 | $0.00 | ||
| A006 | Saw Cut Asphalt Pavement | 250 | LF | $0.00 | |
| A007 | Saw Cut Conc. Pavement, 8" Deep | 10 | LF | $0.00 | |
| A008 | Remove & Dispose Concrete Curb & Gutter | 100 | LF | $0.00 | |
| A009 | Remove & Dispose Conc Sidewalk | 250 | SF | $0.00 | |
| A00A | Remove & Dispose 6" to 9" Concrete Pavement, Not Reinforced | 150 | SY | $0.00 | |
| A00B | Remove & Dispose 6" to 9" Concrete Pavement, Reinforced | 50 | SY | $0.00 | |
| A00C | Salvage Wheel Stops | 5 | EA | $0.00 | |
| A00D | Reserved | 0 | $0.00 | ||
| Earthwork | |||||
| Provide labor and equipment | |||||
| A00E | Excavate & Grade Swales - max 1.5' Deep | 40 | SY | $0.00 | |
| A00F | Survey & Staking | 30 | HR | $0.00 | |
| A00G | Bulk Excavation | 40 | BCY | $0.00 | |
| A00H | Stripping Topsoil | 15 | CY | $0.00 | |
| A00J | Backfill Material | 4 | LCY | $0.00 | |
| A00K | Base Rock | 200 | Ton | $0.00 | |
| A00L | Finish Surface Grading | 40 | SY | $0.00 | |
| A00M | Backfill Utility Trench & Compact in 6" lifts | 20 | SY | $0.00 | |
| A00N | Compact Soil 6" lifts, with sheepsfoot roller, two passes | 150 | ECY | $0.00 | |
| Road Pavement Work | |||||
| Furnish & install items | |||||
| A00P | 8-inch Lime Stabilization Sub-Grade (MODOT Standards) | 250 | SY | $0.00 | |
| A00Q | Rotomilling (Max. 2") | 15,562 | SY | $0.00 | |
| A00R | Asphalt | 8,969 | Ton | $0.00 | |
| A00S | Prime Coat | 5,000 | SF | $0.00 | |
| A00T | Typar Filter Cloth | 500 | SY | $0.00 | |
| A00U | Tack Coat | 4,150 | SF | $0.00 | |
| A00V | Concrete Pavement (6") (Roadway) | 65 | SY | $0.00 | |
| A00W | Concrete Pavement (8") (Roadway) | 65 | SY | $0.00 | |
| A00X | Concrete Pavement (9") (Roadway) | 67 | SY | $0.00 | |
| A00Y | Concrete Pavement (Up to 23")(WSA) | 100 | CY | $0.00 | |
| A00Z | Drill Existing Conc. and Place 1.5" Dia X 24" Dowel | 100 | EA | $0.00 | |
| A010 | Drill Existing Conc. and Place 5/8" Dia X 24" Dowel | 50 | EA | $0.00 | |
| Concrete Work | |||||
| Furnish and install items with excavation and backfill as separate payitems | |||||
| A011 | Curb & Gutter, 24" | 100 | LF | $0.00 | |
| A012 | Concrete | 84 | CY | $0.00 | |
| A013 | Concrete Manholes (Lids Included) | 2 | VLF | $0.00 | |
| A014 | Concrete Curb Inlet (Lids Included) | 2 | EA | $0.00 | |
| Pavement Markings | |||||
| Furnish & install items | |||||
| A015A | Striping | 1,000 | LF | $0.00 | |
| A015B | Arrow | 5 | EA | $0.00 | |
| A015C | Handicap Symbol | 5 | EA | $0.00 | |
| A015D | Stop Bar | 60 | LF | $0.00 | |
| A015E | Crosswalk | 130 | LF | $0.00 | |
| A015F | Parking Stall | 100 | EA | $0.00 | |
| Utility Work | |||||
| Furnish and install items with excavation and backfill as separate pay items | |||||
| A016 | Pipe, 18 inch RCP | 25 | LF | $0.00 | |
| A017 | Pipe, 24 inch RCP | 25 | LF | $0.00 | |
| A01A | Pipe, 18 inch Corrugated | 15 | LF | $0.00 | |
| A01B | Pipe, 24 inch Corrugated | 15 | LF | $0.00 | |
| A01C | Area Inlet grates | 1 | EA | $0.00 | |
| A01D | Concrete Headwall (Index 250) | 1 | EA | $0.00 | |
| A01E | Manhole Paving Riser Ring | 2 | EA | $0.00 | |
| A01F | Adjust Manhole Elevation | 2 | EA | $0.00 | |
| A01G | Adjust Valve Box Elevation | 2 | EA | $0.00 | |
| Miscellaneous | |||||
| Furnish & install items | |||||
| A01N | 6" Pipe Bollard | 2 | EA | $0.00 | |
| A01P | Removable 5" Bollard, 6" sleeve | 2 | EA | $0.00 | |
| Earthwork Materials and Site Restoration | |||||
| Furnish & install items | |||||
| A01Q | Spread & Compact Clean Fill 6" Lifts | 40 | SY | $0.00 | |
| A01S | Seeding and Mulching | 1,000 | CSF | $0.00 | |
| A01U | Silt Fence | 30 | LF | $0.00 | |
| Pavement Maintenance | |||||
| Furnish & install items | |||||
| A02A | Type A Pothole Repair in accordance with Section 03400. Type A is a diameter from 4 to 8 inches with a depth of 2 inches or less or a diameter of 8 to 16 inches with a depth of 1 inch or less. | 20 | Ea | $0.00 | |
| A02B | Type B Pothole Repair in accordance with Section 03400. Type B is a diameter from 4 to 8 inches with a depth greater than 2 inches or a diameter of 8 to 16 inches with a depth greater than 1 inch or a diameter 16 to 32 inches with a depth of 0.5 to 1 inch | 20 | Ea | $0.00 | |
| A02C | Type C Pothole Repair in accordance with Section 03400. Type C is a diameter from 16 to 32 inches with a depth greater than 1 inch. | 20 | Ea | $0.00 | |
| Note: If the pothole is more than 32 inches in diameter, the area should be determined in square feet and divided by 5 square feet to find the equivalent number of holes. If the depth is 1 inch or less, the holes are considered Type B. If the depth is more than 1 inches, they are considered Type C. Depth measurement will be the deepest part of the pothole. Diameter measurement will be the average of the transverse diameter and the longitudinal diameter as it relates to the flow of traffic. Maximum depth of asphalt is 5 inches for base streets. | $0.00 | ||||
| A03A | Spall Repair-Epoxy Bond PCC | 250 | SF | $0.00 | |
| A03B | Reserved | $0.00 | |||
| A04A | Type A Crack Sealing for Asphalt in accordance with Section 3.0. Type A is being greater than or equal to 0.25 inch but less than or equal to 0.75 inch in width. | 5,000 | LF | $0.00 | |
| A04B | Type B Crack Sealing for Asphalt in accordance with Section 3.0. Type B is being greater than 0.75 inches but less than 2 inches in width. | 2,500 | LF | $0.00 | |
| Note: Anything under 0.25” is not sealed unless specifically noted by the base pavement engineer. Any cracks wider than 2” will be classified as an asphalt patch. | $0.00 | ||||
| A05A | Crack Sealing for Concrete in accordance with Section 4.0 | 2,500 | LF | $0.00 | |
| A06A | Slurry Seal in accordance with Section 3.6, Parking Lot | 20,000 | SY | $0.00 | |
| A06B | Slurry Seal in accordance with Section 3.6, Roadway | 15,000 | SY | $0.00 | |
| A07A | Fog Seal | 2,500 | SY | $0.00 |
END OF OPTION YEAR 3 LINE ITEMS OPTION YEAR 3 TOTAL COST $0.00
&"Arial,Bold"OPTION YEAR 3
Page &P of &N
Exhibit E (Option Year 4)
| ITEM | DESCRIPTION | EST. QTY. | UNIT | UNIT PRICE | EST. amount |
| Demolition | |||||
| Provide labor and equipment, dispose of removed materials | |||||
| A001 | Reserved | 0 | $0.00 | ||
| A002 | Remove & Dispose Asphalt (Demolition) | 150 | CY | $0.00 | |
| A003 | Haul and Dispose (All other material not elsewhere identified) | CY | $0.00 | ||
| A004 | Salvage and stock pile top soil | 100 | CY | $0.00 | |
| A005 | Reserved | 0 | $0.00 | ||
| A006 | Saw Cut Asphalt Pavement | 250 | LF | $0.00 | |
| A007 | Saw Cut Conc. Pavement, 8" Deep | 10 | LF | $0.00 | |
| A008 | Remove & Dispose Concrete Curb & Gutter | 100 | LF | $0.00 | |
| A009 | Remove & Dispose Conc Sidewalk | 250 | SF | $0.00 | |
| A00A | Remove & Dispose 6" to 9" Concrete Pavement, Not Reinforced | 150 | SY | $0.00 | |
| A00B | Remove & Dispose 6" to 9" Concrete Pavement, Reinforced | 50 | SY | $0.00 | |
| A00C | Salvage Wheel Stops | 5 | EA | $0.00 | |
| A00D | Reserved | 0 | $0.00 | ||
| Earthwork | |||||
| Provide labor and equipment | |||||
| A00E | Excavate & Grade Swales - max 1.5' Deep | 40 | SY | $0.00 | |
| A00F | Survey & Staking | 30 | HR | $0.00 | |
| A00G | Bulk Excavation | 40 | BCY | $0.00 | |
| A00H | Stripping Topsoil | 15 | CY | $0.00 | |
| A00J | Backfill Material | 4 | LCY | $0.00 | |
| A00K | Base Rock | 200 | Ton | $0.00 | |
| A00L | Finish Surface Grading | 40 | SY | $0.00 | |
| A00M | Backfill Utility Trench & Compact in 6" lifts | 20 | SY | $0.00 | |
| A00N | Compact Soil 6" lifts, with sheepsfoot roller, two passes | 150 | ECY | $0.00 | |
| Road Pavement Work | |||||
| Furnish & install items | |||||
| A00P | 8-inch Lime Stabilization Sub-Grade (MODOT Standards) | 250 | SY | $0.00 | |
| A00Q | Rotomilling (Max. 2") | 14,813 | SY | $0.00 | |
| A00R | Asphalt | 8,538 | Ton | $0.00 | |
| A00S | Prime Coat | 5,000 | SF | $0.00 | |
| A00T | Typar Filter Cloth | 500 | SY | $0.00 | |
| A00U | Tack Coat | 3,950 | SF | $0.00 | |
| A00V | Concrete Pavement (6") (Roadway) | 65 | SY | $0.00 | |
| A00W | Concrete Pavement (8") (Roadway) | 65 | SY | $0.00 | |
| A00X | Concrete Pavement (9") (Roadway) | 67 | SY | $0.00 | |
| A00Y | Concrete Pavement (Up to 23")(WSA) | 100 | CY | $0.00 | |
| A00Z | Drill Existing Conc. and Place 1.5" Dia X 24" Dowel | 100 | EA | $0.00 | |
| A010 | Drill Existing Conc. and Place 5/8" Dia X 24" Dowel | 50 | EA | $0.00 | |
| Concrete Work | |||||
| Furnish and install items with excavation and backfill as separate payitems | |||||
| A011 | Curb & Gutter, 24" | 100 | LF | $0.00 | |
| A012 | Concrete | 84 | CY | $0.00 | |
| A013 | Concrete Manholes (Lids Included) | 2 | VLF | $0.00 | |
| A014 | Concrete Curb Inlet (Lids Included) | 2 | EA | $0.00 | |
| Pavement Markings | |||||
| Furnish & install items | |||||
| A015A | Striping | 1,000 | LF | $0.00 | |
| A015B | Arrow | 5 | EA | $0.00 | |
| A015C | Handicap Symbol | 5 | EA | $0.00 | |
| A015D | Stop Bar | 60 | LF | $0.00 | |
| A015E | Crosswalk | 130 | LF | $0.00 | |
| A015F | Parking Stall | 100 | EA | $0.00 | |
| Utility Work | |||||
| Furnish and install items with excavation and backfill as separate pay items | |||||
| A016 | Pipe, 18 inch RCP | 25 | LF | $0.00 | |
| A017 | Pipe, 24 inch RCP | 25 | LF | $0.00 | |
| A01A | Pipe, 18 inch Corrugated | 15 | LF | $0.00 | |
| A01B | Pipe, 24 inch Corrugated | 15 | LF | $0.00 | |
| A01C | Area Inlet grates | 1 | EA | $0.00 | |
| A01D | Concrete Headwall (Index 250) | 1 | EA | $0.00 | |
| A01E | Manhole Paving Riser Ring | 2 | EA | $0.00 | |
| A01F | Adjust Manhole Elevation | 2 | EA | $0.00 | |
| A01G | Adjust Valve Box Elevation | 2 | EA | $0.00 | |
| Miscellaneous | |||||
| Furnish & install items | |||||
| A01N | 6" Pipe Bollard | 2 | EA | $0.00 | |
| A01P | Removable 5" Bollard, 6" sleeve | 2 | EA | $0.00 | |
| Earthwork Materials and Site Restoration | |||||
| Furnish & install items | |||||
| A01Q | Spread & Compact Clean Fill 6" Lifts | 40 | SY | $0.00 | |
| A01S | Seeding and Mulching | 1,000 | CSF | $0.00 | |
| A01U | Silt Fence | 30 | LF | $0.00 | |
| Pavement Maintenance | |||||
| Furnish & install items | |||||
| A02A | Type A Pothole Repair in accordance with Section 03400. Type A is a diameter from 4 to 8 inches with a depth of 2 inches or less or a diameter of 8 to 16 inches with a depth of 1 inch or less. | 20 | Ea | $0.00 | |
| A02B | Type B Pothole Repair in accordance with Section 03400. Type B is a diameter from 4 to 8 inches with a depth greater than 2 inches or a diameter of 8 to 16 inches with a depth greater than 1 inch or a diameter 16 to 32 inches with a depth of 0.5 to 1 inch | 20 | Ea | $0.00 | |
| A02C | Type C Pothole Repair in accordance with Section 03400. Type C is a diameter from 16 to 32 inches with a depth greater than 1 inch. | 20 | Ea | $0.00 | |
| Note: If the pothole is more than 32 inches in diameter, the area should be determined in square feet and divided by 5 square feet to find the equivalent number of holes. If the depth is 1 inch or less, the holes are considered Type B. If the depth is more than 1 inches, they are considered Type C. Depth measurement will be the deepest part of the pothole. Diameter measurement will be the average of the transverse diameter and the longitudinal diameter as it relates to the flow of traffic. Maximum depth of asphalt is 5 inches for base streets. | $0.00 | ||||
| A03A | Spall Repair-Epoxy Bond PCC | 250 | SF | $0.00 | |
| A03B | Reserved | $0.00 | |||
| A04A | Type A Crack Sealing for Asphalt in accordance with Section 3.0. Type A is being greater than or equal to 0.25 inch but less than or equal to 0.75 inch in width. | 5,000 | LF | $0.00 | |
| A04B | Type B Crack Sealing for Asphalt in accordance with Section 3.0. Type B is being greater than 0.75 inches but less than 2 inches in width. | 2,500 | LF | $0.00 | |
| Note: Anything under 0.25” is not sealed unless specifically noted by the base pavement engineer. Any cracks wider than 2” will be classified as an asphalt patch. | $0.00 | ||||
| A05A | Crack Sealing for Concrete in accordance with Section 4.0 | 2,500 | LF | $0.00 | |
| A06A | Slurry Seal in accordance with Section 3.6, Parking Lot | 20,000 | SY | $0.00 | |
| A06B | Slurry Seal in accordance with Section 3.6, Roadway | 15,000 | SY | $0.00 | |
| A07A | Fog Seal | 2,500 | SY | $0.00 |
END OF OPTION YEAR 4 LINE ITEMS OPTION YEAR 4 TOTAL COST $0.00
&"Arial,Bold"OPTION YEAR 4
Page &P of &N
File details come from the government source that posted it. Updated .