2000 - Price Schedule for GDSM_PH2 Anchor Program.pdf

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Attached to
Garrison Dam Spillway Modification Project - Phase 2 Anchor Testing Federal contract opportunity
Solicitation number
W9128F25QA010
Issued by
Department of the Army Corps of Engineers Engineering District Omaha

About this file

This document is a Price Schedule for the Garrison Dam Spillway Modification Anchor Investigation Phase 2 project located in North Dakota. The price schedule contains 14 line items detailing specific tasks for anchor foundation work, including mobilization/demobilization, drilling and installing different types of foundation anchors (Conventional Bond Zone, Underreamed, and Belled), grout confirmation borings, surveying, water tightness testing, anchor pad construction, anchor system components fabrication, field testing, long-term monitoring, site restoration, and work submittals.

The tasks involve comprehensive subsurface drilling, anchor system installation, grouting, testing, and documentation across 12 anchors, with precise technical requirements for each stage of work. The price schedule allows for various quantities measured in linear feet (LF), jobs, and individual elements (EA), with specific notes indicating that prices must be entered for all line items and that any modifications to the total amount must be proportionally applied across the line items. The project is being conducted by the Department of the Army Corps of Engineers Engineering District Omaha under solicitation number W9128F25QA010.

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Updated 15 Apr 2025 - Price Schedule for GDSM_PH2 Anchor Program.xlsx XLSX spreadsheet
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4000 - 2025.04.15_Performance Work Statement for GDSM Anchor Inv Phase 2 FRS.pdf PDF
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Amendment 0002 - W9128F25QA0100002.pdf PDF
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4007 - Attachment VII - Anchors Phase 2 Geotechnical Data Report_Volume I_20250318.pdf PDF
1000 - Instructions to Offerors with Provision 52.212-2 and Site Visit Info.pdf PDF
4001 - Attachment I - Submittal Items and Schedule.pdf PDF
4002 - Attachment II - Foundation Anchor Verification and Modified Extended Creep Test Steps.pdf PDF
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3000 - SCA 2015-5383 Rev 24 23 Dec 2024 - McLean County ND.pdf PDF
4003 - Attachment III - Phase 2 Anchor Investiagion Drawings.pdf PDF
4004 - Attachment IV - Submittal Form 4025-R.pdf PDF
4006 - Attachment VI - GDSM Utilities Survey 2023.pdf PDF
4000 - 2025.03.17_Performance Work Statement for GDSM Anchor Inv Phase 2 FRS.pdf PDF
4005 - Attachment V - GDSM Anchors Phase 2 DIPP_20250318.pdf PDF
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ITEM NO. SUPPLIES/SERVICE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

Mobilization and Demobilization

The work of this item shall include costs associated with mobilization and demobilization of all equipment and personnel necessary for completion of work in this Performance Work Statement (PWS). 1 Job

Task 1 - Drill and Install Conventional Bond Zone (CBZ) Foundation Anchor Construction

The work for this item shall include all equipment, materials, and labor necessary for subsurface drilling and installation of CBZ foundation anchor system including drilling the pilot hole, bond zone drilling, bond zone verification, anchor system installation, primary grout placement, secondary grout placement after completion of anchor testing, instrumentation, and anchor lock-off. 213 LF

Task 2 - Drill and Install Underreamed Foundation Anchor Construction

The work for this item shall include all equipment, materials, and labor necessary for subsurface drilling and installation of underream foundation anchor system including drilling the pilot hole, sump, underream drilling in bond zone, underream dimension verification, anchor system installation, primary grout placement, and secondary grout placement after completion of anchor testing. Anchor below and above ground testing included in other cost items. 361 LF

Task 3 - Drill and Install Belled Foundation Anchor Construction

The work for this item shall include all equipment, materials, and labor necessary for subsurface drilling and installation of belled foundation anchor system including drilling the pilot hole and sump, excavating bell, bell dimension verification, anchor system installation, primary grout placement, and secondary grout placement after completion of anchor testing. Anchor below and above ground testing included in other cost items. 516 LF

Task 4 - Grout Confirmation Borings

The work for this item shall include all equipment, materials, and labor necessary for drilling and logging of two (2) grout confirmation borings. 200 LF

0006 Task 5: Surveying The work for this item shall include all equipment and labor necessary to survey each boring, anchor, or test pad location in accordance with the PWS. 1 Job

Task 6a: Initial Water Tightness Testing

The work for this item shall include the equipment, materials, and labor necessary for initial watertightness testing of the primary grout zone + 5 feet of the CBZ, underream, and belled anchors prior to anchor installation. If the intitial water testing fails, see CLIN 0008 for this work description. 12 EA

Task 6b: Additional Water Tightness Testing

The work for this item shall include the equipment, materials, and labor necessary for pre-grouting, redrilling, and additional watertightness testing of the primary grout zones + 5 feet of any anchor type (CBZ, underream, and belled anchors (if the initial water tightness testing fails)) prior to anchor installation.

This CLIN will only be exercised when directed by the COR. 12 EA

Task 8: Reinforced Concrete Anchor Pad Construction

The work for this item shall includes activities necessary for all work related to the placement of reinforced concrete for anchor pad construction. This item inclues the cost of all labor, testing, equipment and tools, materials and supplies required to complete the reinforced concrete work under this contract including excavating, furnishing, forming, placing, curing, and finishing the concrete, including cement, reinforcing and joint materials as needed. 12 EA

Task 9: Anchor Bar Type, Fabrication, and Anchor System Components

The work for this item shall include the equipment, materails, transportation, and labor necessary to fabricate and procurement the anchor system components for onsite delivery of the anchor bar and anchor system compoments in accordance with the PWS. Including installation of the corrosion protection system required for the twelve anchors listed in this PWS. 1 Job

PRICE SCHEDULE

Spillway Modification Anchor Investigation Phase 2 Garrison Dam, ND

0011 Task 12: Anchor Field Testing

The work for this item shall include the equipment, materials, and labor necessory for in-situ field setup, reporting and field load testing in accordance with the PWS requirements. All bar anchors must have tension applied Verification tests in accordance with FWHA NHI 05-039 or (Modified) Extended Creep Test in accordance with PTI DC35.1-14 as required in the PWS. No more than three anchors may have modified extended creep tests. Verification and Modified Extended Creep Tests schedules are provided in Attachment II. 1 Job

Task 13: Anchor Long-Term Monitoring

The work for this item shall include but not be limited to all labor, equipment, materials, testing, calibration and performing all operations in connection with furnishing, transporting, and installing all instrumentation, data collection and monitoring equipment as specified in the PWS. 1 Job

0013 Site Restoration

The work for this item shall include but not be limited to labor, equipment, materials, and performing all operations in connection with furnishing, transporting, and placing top soil, subgrade preparation, seed, mulch, fertilizer and other requirements included in the PWS. 1 Job

0014 Work Submittals

This item includes the materials and labor necessary for preparation of all work submittals including pre-fieldwork submtitals, contract admistration, and the Anchor Field Installation and Testing Report. 1 Job

ALL LINE ITEMS TOTAL

NOTES:

1. Prices must be entered for all line items in the schedule. Additions will be subject to verification by the Government. In case of variation between the unit prices and the total amount, the unit price will be considered the price submitted.

2. A modification to a quote which provides for a single adjustment to the total amount submitted, should state the application of the adjustment to each respective lump sum price affected.

If the modification is not so apportioned, the single adjustment will be applied to Item Nos. 0001 thru 0014.

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