Amendment 0001 Revised 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 for construction services. The U.S. Army Corps of Engineers, Pittsburgh District, is seeking a contractor to construct a secant pile wall at the Montgomery Locks and Dam on the Ohio River in Pennsylvania. Key work requirements include installation of a bulkhead system and instrumentation, exploratory test borings, construction of demonstration piles, demolition of existing structures, drilling and placement of primary and secondary piles, grouting, and completion of the project by December 2022. The total value of the contract is estimated between $5-10 million. Interested contractors must register on beta.sam.gov to receive any amendments to the solicitation issued on or around March 30, 2021. The contract type will be firm-fixed-price, and the period of performance is 535 days from notice to proceed.
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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 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 Site Visit Agenda Secant Wall.pdf | ||
| Pre-Bid Engineering Discussion.pdf | ||
| Pre-Bid Contracting Discussion.pdf | ||
| Pre Bid Site Visit Sign In Sheet.pdf | ||
| SAMPLE Bid Schedule.xlsx | XLSX spreadsheet | |
| 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 | 30 | 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 | 65 | CF | $________ | $________ | ||||
| 0022 | Drilling for Post Grouting | 30 | LF | $________ | $________ | ||||
| 0023 | Under Apron Post Grouting | 250 | CF | $________ | $________ | ||||
| 0024 | Temporary Scour Protection | 152 | tons | $________ | $________ | ||||
| 0025 | New Government Field Office Trailer | 1 | Job | $________ | $________ |
Total $________
File details come from the government source that posted it. Updated .