Updated 15 Apr 2025 - Price Schedule for GDSM_PH2 Anchor Program.xlsx
XLSX spreadsheet 20 KB Posted
- Attached to
- Garrison Dam Spillway Modification Project - Phase 2 Anchor Testing Federal contract opportunity
- Solicitation number
- W9128F25QA010
About this file
This document is a Price Schedule for the Garrison Dam Spillway Modification (GDSM) Phase 2 Anchor Program, issued by the Department of the Army Corps of Engineers Engineering District Omaha. The comprehensive price schedule outlines 14 line items for a complex geotechnical anchor installation project, including tasks such as mobilization, foundation anchor construction using three different methods (Conventional Bond Zone, Underreamed, and Belled), grout confirmation borings, surveying, water tightness testing, concrete anchor pad construction, anchor bar fabrication, corrosion protection, field testing, long-term monitoring, and site restoration.
The project involves detailed technical work at the Garrison Dam in North Dakota, with specific line items for 12 anchors and associated testing and monitoring. Contractors are required to provide unit pricing for tasks ranging from initial mobilization to final site restoration, with quantities specified for each line item (e.g., 213 linear feet for Conventional Bond Zone anchor construction, 361 linear feet for Underreamed anchor construction). The solicitation (W9128F25QA010) indicates a site visit was scheduled for 3 April 2025, and potential bidders must request geotechnical data reports by contacting the Contracting Officer directly.
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Text version
Sheet1
| Spillway Modification Anchor Investigation Phase 2 | |||||||
| Garrison Dam, ND | |||||||
| PRICE SCHEDULE | |||||||
| ITEM NO. | SUPPLIES/SERVICE | DESCRIPTION | QUANTITY | UNIT | UNIT PRICE | TOTAL | |
| 0001 | 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 | XXXX | ||
| 0002 | 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 | |||
| 0003 | 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 | |||
| 0004 | 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 | |||
| 0005 | 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 | XXXX | . | |
| 0007 | 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 | |||
| 0008 | 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. | XXXX | XXXX | XXXX | XXXX | |
| 0008AA | Additional Water Tightness Testing - Single Underream Anchors | See Price Schedule Item No. 0008. | 4 | EA | |||
| 0008AB | Additional Water Tightness Testing - Bell Anchors | See Price Schedule Item No. 0008. | 6 | EA | |||
| 0008AC | Additional Water Tightness Testing - CBZ Anchors | See Price Schedule Item No. 0008. | 2 | EA | |||
| 0009 | 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 | |||
| 0010 | 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 | XXXX | ||
| Task 10: Anchor Corrosion Protection | The work for this item shall include the equipment, materials, and labor necessary for installation of the corrosion protection system required for the twelve anchors listed in this PWS. | 12 | EA | ||||
| 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 | XXXX | ||
| 0012 | 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 | XXXX | ||
| 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 | XXXX | ||
| 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 | XXXX | ||
| 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.
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