Attachment 2 (Detailed Pricing Schedule) W911S223B8000.xlsx

XLSX spreadsheet 18 KB Posted

Attached to
Fort Drum Asphalt Requirements Contract Federal contract opportunity
Solicitation number
W911S223B8000
Issued by
Department of the Army Materiel Command Mission and Installation Contracting Command Fort Drum

About this file

This document contains a pricing schedule attachment and description for a federal contract opportunity for asphalt requirements at Fort Drum. The contractor will be required to provide all supervision, plant, labor, equipment and materials necessary to perform construction of new and repair/replacement of existing asphalt pavement in accordance with the Statement of Work and site plans. Services include clearing, grubbing, demolition, excavation, installation of geotextiles, granular fill, aggregate base course, asphalt courses, pavement markings, culverts, storm drains, utility adjustments, sealing, landscaping and other related work items. Pricing is requested for over 150 line items with estimated quantities provided. The contracting agency is the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort Drum.

View the file

Other files for this federal contract opportunity

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Asphalt Requirements IDIQ

W911S223B8000 Attachment 2 (Detailed Pricing Schedule)
Fort Drum Asphalt Requirements
18 January 2023
ELINDESCRIPTIONESTIMATED
QUANTITYUNITUNIT
PRICEAMOUNT
001General Requirements: The Contractor shall provide and implement general requirements to include, but not limited to: mobilization and demobilization, construction and removal of temporary construction entrances, progress schedules, progress documentation, submittals, temporary removal and replacement of signage, quality control for minor construction including density testing and submitted results, temporary environmental controls, environmental protection, temporary storm water pollution control (such as required Best Management Practices, and construction and demolition waste management.0.00%$0.00
002AClearing and Grubbing (LIGHT) of Vegetation, Brush, and Trees ≤ 6" DBH
Reference Statement of Work 1.d.2.1AC$0.00
002BClearing and Grubbing (MEDIUM) of Vegetation, Brush, and Trees > 6" to ≤ 12" DBH
Reference Statement of Work 1.d.2.1AC$0.00
002CClearing and Grubbing (HEAVY) of Vegetation, Brush, and Trees > 12" to ≤ 24" DBH
Reference Statement of Work 1.d.2.1AC$0.00
002DClearing and Grubbing Select Trees ≤ 12" DBH
Reference Statement of Work 1.d.2.25EA$0.00
002EClearing and Grubbing Select Trees > 12" ≤ 24" DBH
Reference Statement of Work 1.d.2.25EA$0.00
003Select Demolition in Accordance with the Technical Requirements and Specifications
Reference Statement of Work 1.d.3.20,000CY$0.00
004Excavation in Accordance with the Technical Requirements and Specifications
Reference Statement of Work 1.d.4.30,000CY$0.00
005AProvide and Install Geotextile Soil Stabilization Fabric
Reference Statement of Work 1.d.5.95,000SY$0.00
005BProvide and Install Geogrids
Reference Statement of Work 1.d.5.100SY$0.00
006ASupply, Place, Grade and Compact New Select Granular Fill
Reference Statement of Work 1.d.6.250CY$0.00
006BSupply, Place, Grade and Compact New Sand Fill
Reference Statement of Work 1.d.6.250CY$0.00
007Supply, Place, Roll and Compact New Crushed Stone Aggregate Base Course
Reference Statement of Work 1.d.7.60,000CY$0.00
008AProvide & Install 1.5" Thick HMA Top Course / Reference Statement of Work 1.d.8.
625,000 SY = 52,031 TN = 3,225.94 TN of Asphalt Content625,000SY$0.00
008BProvide & Install 2.5" Thick HMA Binder Course / Reference Statement of Work 1.d.8.
150,000 SY = 20,625 TN = 1,010.63 TN of Asphalt Content150,000SY$0.00
008CProvide & Install 3" Thick HMA Base Course / Reference Statement of Work 1.d.8.
35,000 SY = 5,775 TN = 231.00 TN of Asphalt Content35,000SY$0.00
008DProvide & Install 6" Thick HMA Base Course / Reference Statement of Work 1.d.8.
60,000 SY = 19,800 TN = 792.00 TN of Asphalt Content60,000SY$0.00
008EProvide & Install HMA Shim Course (< 1") / Reference Statement of Work 1.d.8.
87,500 SY = 4,856 TN = 400.64 TN of Asphalt Content87,500SY$0.00
008FProvide & Install HMA Truing-Leveling Course / Reference Statement of Work 1.d.8.
87,500 SY = 7,284 TN = 451.63 TN of Asphalt Content87,500SY$0.00
009AWhite or Yellow Paint Reflectorized Pavement Stripes (one 4" wide stripe)
Reference Statement of Work 1.d.9.210,000LF$0.00
009BYellow Paint Reflectorized Pavement Stripes (two 4" wide stripes)
Reference Statement of Work 1.d.9.100,000LF$0.00
009CWhite Paint Reflectorized Pavement Letter
Reference Statement of Work 1.d.9.300EA$0.00
009DWhite Paint Reflectorized Pavement Symbols
Reference Statement of Work 1.d.9.200EA$0.00
009EWhite Paint Reflectorized Pavement Type L Cross Walk (Ladder Bar)
Reference Statement of Work 1.d.9.5,000LF$0.00
009FWhite Paint Reflectorized Pavement Stop Line - Type B
Reference Statement of Work 1.d.9.4,000LF$0.00
009GWhite or Yellow Paint Reflectorized Pavement Hatch Lines - Type A
Reference Statement of Work 1.d.9.250LF$0.00
009HWhite or Yellow Paint Reflectorized Pavement Hatch Lines - Type B
Reference Statement of Work 1.d.9.20,000LF$0.00
009IWhite or Yellow Paint Reflectorized Pavement Hatch Lines - Type C
Reference Statement of Work 1.d.9.7,500LF$0.00
009JWhite Paint Reflectorized Pavement Railroad Grade Crossing
Reference Statement of Work 1.d.9.10EA$0.00
009KWhite Paint Reflectorized Pavement Parking Stall
Reference Statement of Work 1.d.9.70,000LF$0.00
009LWhite Paint Reflectorized Pavement Parking – Handicap Symbol
Reference Statement of Work 1.d.9.100EA$0.00
009MWhite Paint Reflectorized Pavement Oversize Handicap Parking Stall Hatch Lines
Reference Statement of Work 1.d.9.80EA$0.00
010Cold milling to a depth of 1.5"
Reference Statement of Work 1.d.10.875,000SY$0.00
011ASmooth Interior Corrugated Polyethylene Culvert and Storm Drain Pipe (18" diameter)
Reference Statement of Work 1.d.11.80LF$0.00
011BCorrugated Aluminum End Sections Pipe (End Section for ELIN 011A)
Reference Statement of Work 1.d.11.8EA$0.00
011CSmooth Interior Corrugated Polyethylene Culver and Storm Drain Pipe (24" diameter)
Reference Statement of Work 1.d.11.80LF$0.00
011DCorrugated Aluminum End Sections Pipe (End section for ELIN 011C)
Reference Statement of Work 1.d.11.8EA$0.00
011ESmooth Interior Corrugated Polyethylene Culver and Storm Drain Pipe (30" diameter)
Reference Statement of Work 1.d.11.80LF$0.00
011FCorrugated Aluminum End Sections Pipe (End section for ELIN 011E)
Reference Statement of Work 1.d.11.6EA$0.00
011GSmooth Interior Corrugated Polyethylene Culvert and Storm Drain Pipe (36" diameter)
Reference Statement of Work 1.d.11.25LF$0.00
011HCorrugated Aluminum End Sections Pipe (End section for ELIN 011G)
Reference Statement of Work 1.d.11.2EA$0.00
011IReinforced Concrete Pipe Class III (18" diameter)
Reference Statement of Work 1.d.11.20LF$0.00
011JReinforced Concrete Pipe End Sections (End section for ELIN 011I)
Reference Statement of Work 1.d.11.2EA$0.00
011KReinforced Concrete Pipe Class III (24" diameter)
Reference Statement of Work 1.d.11.20LF$0.00
011LReinforced Concrete Pipe End Sections (End section for ELIN 011K)
Reference Statement of Work 1.d.11.2EA$0.00
011MReinforced Concrete Pipe Class III (30" diameter)
Reference Statement of Work 1.d.11.20LF$0.00
011NReinforced Concrete Pipe End Sections (End section for ELIN 011M)
Reference Statement of Work 1.d.11.2EA$0.00
011OReinforced Concrete Pipe Class III (36" diameter)
Reference Statement of Work 1.d.11.20LF$0.00
011PReinforced Concrete Pipe End Sections (End section for ELIN 011P)
Reference Statement of Work 1.d.11.2EA$0.00
012AAirfield Asphalt Pavement Crack Sealing
Reference Statement of Work 1.d.12.45,000LF$0.00
012BAirfield Concrete Pavement Joint Repair and Sealing
Reference Statement of Work 1.d.12.600,000LF$0.00
013Non-Airfield Asphalt Pavement Cleaning, Sealing, Filling Joints and Cracks
Reference Statement of Work 1.d.13.300,000LF$0.00
014ARaise/Lower Existing Utility Structures to Final Grade
Reference Statement of Work 1.d.14.700EA$0.00
014BInstall New Water Valve Box
Reference Statement of Work 1.d.14.50EA$0.00
014CInstall New Gas Valve Box
Reference Statement of Work 1.d.14.25EA$0.00
014DInstall New Storm Water Manhole Frame and Cover
Reference Statement of Work 1.d.14.25EA$0.00
014EInstall New Storm Water Drainage Structure Frame and Grate
Reference Statement of Work 1.d.14.25EA$0.00
014FInstall New Sanitary Sewer Manhole Frame and Cover
Reference Statement of Work 1.d.14.25EA$0.00
014GInstall New Electrical Manhole Frame and Cover
Reference Statement of Work 1.d.14.50EA$0.00
014HInstall New Electrical Handhole Frame and Cover
Reference Statement of Work 1.d.14.25EA$0.00
014JInstall New Electrical Pull Box Frame and Cover
Reference Statement of Work 1.d.14.75EA$0.00
014KInstall New Communications Manhole/Handhole Watertight Locking Frame and Cover
Reference Statement of Work 1.d.14.50EA$0.00
014LInstall New Tracer Wire Vault
Reference Statement of Work 1.d.14.350EA$0.00
015Seal Coating (Coal - Tar Emulsion)
Reference Statement of Work 1.d.15.50,000SY$0.00
016ATopsoil and Hydroseed
Reference Statement of Work 1.d.16.85,000SY$0.00
016BWetland Seeding
Reference Statement of Work 1.d.16.1,000SY$0.00
016CGravel
Reference Statement of Work 1.d.16.500SY$0.00
SUBTOTAL AMOUNT (NOT INCLUDING GENERAL REQUIREMENTS)$0.00
TOTAL AMOUNT FOR ASSIGNED ELINS$0.00
TOTAL PERFORMANCE AND PAYMENT BONDS1EA$0.00
TOTAL AMOUNT$0.00
NOTES TO BIDDERS:
1. DETAILED PRICING SCHEDULE MUST BE COMPLETED IN EXCEL FORM. MANUAL CALCULATIONS WILL NOT BE ACCEPTED
2. ENTER CONTRACTOR GENERAL REQUIREMENT RATE (%) IN THE UNIT PRICE FIELD (highlighted yellow)
3. ENTER UNIT PRICES FOR WORK LINE ITEMS (highlighted yellow)
4. ENTER CONTRACTOR BONDING RATE (%) IN THE UNIT PRICE FIELD (highlighted blue)
5. THE FOLLOWING UNIT ABBREVIATIONS ARE DEFINED AS FOLLOWS:
AC: ACRE / CY: CUBIC YARD / EA: EACH / LF: LINEAR FOOT / SY: SQUARE YARD / TN: TON

File details come from the government source that posted it. Updated .