SAMPLE Bid Schedule.xlsx
XLSX spreadsheet 13 KB Posted
- Attached to
- Secant Wall Construction, Montgomery L/D, Ohio River, PA Federal contract opportunity
- Solicitation number
- W911WN21B8000
About this file
This document provides details for a federal contract solicitation to construct a secant pile wall at the Montgomery Locks and Dam on the Ohio River in Pennsylvania. The U.S. Army Corps of Engineers, Pittsburgh District, is seeking a contractor to install flashboards, instrumentation and monitoring devices, drill exploratory test borings, construct demonstration piles, remove existing baffles, layout and drill primary and secondary secant piles, conduct pressure grouting, and perform other related work. The period of performance is 535 calendar days with work expected to be completed by December 31, 2022. Bids must be submitted through the SAM.gov website by March 30, 2021, and the contract will be a firm-fixed-price award between $5-10 million.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attendance Register -Virtual Bid Opening 5-5-21.pdf | ||
| Bid Results - Virtual Bid Opening 5-5-21.pdf | ||
| Amendment 0001 Revised Specifications Section 01 22 00.00 08.pdf | ||
| Amendment 0001 Revised Bid Schedule.xlsx | XLSX spreadsheet | |
| Amendment 0001 Revised Specifications Section 01 52 13.20 08.pdf | ||
| Amendment 0001 Revised Specifications Section 01 35 00.00 08.pdf | ||
| W911WN21B8000 Amendment 0001.pdf | ||
| Pre-Bid Contracting Discussion.pdf | ||
| Pre Bid Site Visit Sign In Sheet.pdf | ||
| Pre-Bid Site Visit Agenda Secant Wall.pdf | ||
| Pre-Bid Engineering Discussion.pdf | ||
| W911WN21B8000.pdf | ||
| Attachment 1 - Technical Specifications (305 Pages).pdf | ||
| Attachment 4 - Davis Bacon Wage Determination (15 Pages).pdf | ||
| Attachment 2 - Contract Drawings (25 Pages).pdf | ||
| Attachment 3 - Reference Drawings (23 Pages).pdf |
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Text version
Price
| Montgomery Lock and Dam | Left Embankment | ||||||||
| Secant Pile Wall | Left Abutment | 345 | LF | ||||||
| Spillway | 190 | LF | |||||||
| SECTION 00 10 00 | Monolith 6 | 25 | LF | ||||||
| SOLICITATION CONTRACT LINE ITEM NUMBERS SCHEDULE | 560 | LF | |||||||
| Concrete Hose Dia. | 0.33 | LF | |||||||
| Concrete Hose Area | 0.086 | SF | |||||||
| ITEM | DESCRIPTION | QUANTITY | U/M | U/P | AMOUNT | Total volume of supply hose | 48.16 | CF | |
| Alternate | |||||||||
| 0001 | Reimbursement for Actual Performance and Payment Bonds Premiums | 1 | Job | $________ | $________ | 1.2.1 | |||
| 0002 | Digital Progress Images | 12 | Sets | $________ | $________ | 1.3.1 | |||
| 0003 | Mobilization and Demobilization | 1 | Job | $________ | $________ | 1.2.2 | |||
| 0004 | Purchase and Install Flashboards | 1 | Job | $________ | $________ | ||||
| 0005 | Install Instrumentation | 1 | Job | $________ | $________ | ||||
| 0006 | Instrumentation Monitoring | 17 | Months | $________ | $________ | ||||
| 0007 | Exploratory Test Boring Drilling Concrete | 20 | LF | $________ | $________ | ||||
| 0008 | Exploratory Test Boring Drilling Soil | 85 | LF | $________ | $________ | ||||
| 0009 | Exploratory Test Boring Drilling Rock | 20 | LF | $________ | $________ | ||||
| 0010 | Exploratory Test Boring Grout Backfill | 10 | CF | $________ | $________ | ||||
| 0011 | Drilling for Pre Grouting | 15 | LF | $________ | $________ | ||||
| 0012 | Under Apron Pre Grouting | 250 | CF | $________ | $________ | ||||
| 0013 | Field Demostration Piles | 1 | Job | $________ | $________ | 1.2.4 | |||
| 0014 | Baffle Removal | 1 | Job | $________ | $________ | ||||
| 0015 | Constructing Secant Wall, Primary (Lagging) | 197 | LF | $________ | $________ | ||||
| 0016 | Constructing Secant Wall, Secondary (Structural) | 445 | LF | $________ | $________ | ||||
| 0017 | Jet Grouting | 120 | CY | $________ | $________ | ||||
| 0018 | Verification Coring Drilling Concrete | 342 | LF | $________ | $________ | ||||
| 0019 | Verification Coring Drilling Soilcrete | 128 | LF | $________ | $________ | ||||
| 0020 | Verification Coring Drilling Rock | 33 | LF | $________ | $________ | ||||
| 0021 | Verification Cores Grout Backfill | 31 | CF | $________ | $________ | ||||
| 0022 | Drilling for Post Grouting | 30 | LF | $________ | $________ | ||||
| 0023 | Post Grouting | 250 | CF | $________ | $________ | ||||
| 0024 | Temporary Scour Protection | 152 | tons | $________ | $________ |
TOTAL, Items 0001 Through 0024 $________
PLEASE ENSURE THAT UNIT PRICE AND AMOUNT FOR ALL ITEMS HAVE BEEN COMPLETED.
The Offeror is responsible for verifying all calculations.
File details come from the government source that posted it. Updated .