Attachment 2 - Bid Schedule dated 4 June 2025.xlsx

XLSX spreadsheet 46 KB Posted

Attached to
Repair Asphalt Runway 14-32 - Section 10, 25 - Phase 3
Solicitation number
FA449725R0018
Issued by

About this file

The file is an Excel-based Bid Schedule for a runway repair project at Dover Air Force Base. The document provides a detailed cost estimation template for a Firm Fixed Price contract to repair Runway 14/32, Phase 3, with a project scope involving pavement milling, sawcutting, hot-laid bituminous concrete placement, pavement markings, crack sealing, and asphalt paving grooves.

Key project details include a contract value between $500,000 and $1,000,000, a 60-calendar day performance period, and a proposal submission deadline of 18 June 2025 at 10:00 AM EST. The project requires repairing a 150 LF x 2100 LF runway section, including milling 2 inches deep, repaving with PG 76-22 binder FAA Mix, grooved pavement, crack sealing of 4200 LF, and restriping with retroreflective markings. The solicitation (FA449725R0018) is a full and open competition under NAICS Code 237310, with a site visit scheduled for 29 May 2025, managed by the Department of the Air Force Air Mobility Command.

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Instructions Use the information from the prefilled division sheets below to complete the Divisions Cost Estimate CSI* Format tool to build your proposal. The information from the prefilled division sheets may not be all inclusive. The contractor is allowed to include any missing items from each division and is allowed to fill in other divisions that are not listed in the prefilled division sheets. If there is a disagreement with the prefilled division sheets, the contractor should not delete the element(s), but instead leave it blank and then include their suggested element(s) at the bottom of that division tab. Please note that on the summary page there is a place to fill in overhead and profit percentages for both the prime and the subcontractor that will self-populate the summary page and all the division tabs.

The ktr is required to complete the areas marked "Fill Here" in the summary tab. The rest of the information in the summary tab will automatically tabulate from the individual division tabs except for the few exceptions listed above.

Divisions 1, 2, and 3 show sample inputs to illustrate how the spreadsheet works.

* CSI = Construction Specifications Institute

&"Verdana,Bold"Construction Cost Estimate

&P of &N

Summary

BID SCHEDULEDate:
4-Jun-25
COMPANY
436th Civil Engineering
PROJECT
Repair Runway 14/32 Phase 3
LOCATIONPROJECT NO.FJXT 220010
DOVER AIR FORCE BASE, DE
DIVISIONDESCRIPTION% by
DivisionDivision Total
DIVISION 01GENERAL REQUIREMENTSERROR:#DIV/0!- 0
DIVISION 32EXTERIOR IMPROVEMENTSERROR:#DIV/0!- 0
FILL IN AS REQUIRED (this will link to the entire document)

davisjam: davisjam:

Percentages listed are place fillers. Please complete as required

GC Overhead
GC Profit
HARD COST TOTALERROR:#DIV/0!- 0
Risk/Bonding
PRIME GENERAL CONTRACT OFFICE OVERHEAD (Fill in%)0%- 0This spreadsheet contains many formulas... please save a copy prior to editing in case you make a mistake. All shaded areas are either linked or contain formulas
SUBTOTAL- 0
PRIME GENERAL CONTRACTOR'S PROFIT(Fill in%)0%- 0
SUBTOTAL- 0
BUILDER'S RISK / PERFORMANCE BONDS (Fill in%)0%- 0
CONTRACT TOTAL$ - 0

&"Verdana,Bold"Construction Cost Estimate

Div1

BID SCHEDULEDATE
June 4, 2025
PROJECTBASIS FOR ESTIMATE
Repair Runway 14/32 Phase 3CODE A (No design completed)
LOCATIONCODE B (Preliminary design)
DOVER AIR FORCE BASE, DECODE C (Final design)
COMPANYPROJECT NO.OTHER (Specify)
436th Civil EngineeringFJXT 220010
DRAWING NO.ESTIMATORCHECKED BY
QUANTITYLABOREQUIPMENT
ITEM DESCRIPTIONNO. UNITSUNIT MEAS.PER UNITTOTALPER UNITTOTALTOTAL COST
GENERAL REQUIREMENTS
Site Superintendent60HR- 0- 0- 0
- 0- 0- 0
- 0- 0- 0
- 0- 0- 0
- 0- 0- 0
- 0- 0- 0
- 0- 0- 0
- 0- 0- 0
- 0- 0- 0
- 0- 0- 0
- 0- 0- 0
- 0- 0- 0
TOTAL LABOR/MATERIALS- 0- 0
SUBTOTAL- 0
- 0
- 0
- 0
TOTAL$ - 0

Div32

BID SCHEDULEDATE
June 4, 2025
PROJECTBASIS FOR ESTIMATE
Repair Runway 14/32 Phase 3CODE A (No design completed)
LOCATIONCODE B (Preliminary design)
DOVER AIR FORCE BASE, DECODE C (Final design)
COMPANYPROJECT NO.OTHER (Specify)
436th Civil EngineeringFJXT 240004
DRAWING NO.ESTIMATORCHECKED BY
QUANTITYLABORMATERIAL
ITEM DESCRIPTIONNO. UNITSUNIT MEAS.PER UNITTOTALPER UNITTOTALTOTAL COST
EXTERIOR IMPROVEMENTS
Pavement Milling70000SY-IN- 0- 0- 0
Sawcutting9000LF-IN- 0- 0- 0
Hot-laid Biituminous Concrete PG 76-223920Tons- 0- 0- 0
Pavement Markings26643SF- 0- 0- 0
Crack Sealing Bituminous Pavement4200LF- 0- 0- 0
Groove asphalt paving315000SF- 0- 0- 0
- 0- 0- 0
- 0- 0- 0
- 0- 0- 0
- 0- 0- 0
- 0- 0- 0
- 0- 0- 0
TOTAL LABOR/MATERIALS- 0- 0
SUBTOTAL- 0
- 0
- 0
- 0
TOTAL$ - 0

&"Verdana,Bold"Construction Cost Estimate

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