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BUREAU OF INDIAN AFFAIRS Section 00 41 23
SECTION 00 41 23
BID FORM
GENERAL
SCOPE OF WORK
This Section specifies the requirements for completing the bid form and bid schedule required by the bidding CONTRACTOR.
GENERAL REQUIREMENTS
Offers will be considered for award on the following schedule, but no offer will be considered for award on only a part of the schedule.
Offerors not responding to all bid schedule line items will be considered nonresponsive and will not be evaluated for award.
Offers will be evaluated based on CONTRACTOR qualifications and the total of the Bid Schedule. Award will be made to the responsive offer which brings the best value.
The COR may remove items from the schedule based on available funds.
All offers are subject to the terms and conditions of this solicitation.
The quantities in the schedule are estimated quantities for comparison of offers only and except as provided in the contract clause at FAR 52.211-18, Variation in Estimated Quantity, no claim shall be made against the Government for overruns or underruns.
See the contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory Work.
Offerors’ submitted bid schedule shall include all items necessary to complete all construction and Contractor requirements presented in the Drawings and Specifications. Work items not specifically identified in the Bid Schedule shall be incorporated into the Offerors’ lump sum line item pricing for related work.
BID SCHEDULE
BUREAU OF INDIAN AFFAIRS OGLALA DAM SPILLWAY AND OUTLET WORKS
The following table includes the Project Bid Schedule:
| OGLALA DAM SPILLWAY AND OUTLET WORKS | SECTION 00 41 23 |
| JULY 2023 | BID FORM |
| FOR BID REV 6 | PAGE 4 OF 9 |
| Item |
| Supplies or Services |
| Description |
| Estimated Quantity |
| Unit |
| Unit Price |
| Amount |
GENERAL
| 1 |
| Mobilization/Demobilization |
| Preparing site access, mobilizing equipment and personnel, setting up equipment and facilities for the Work, cleanup and disposal of waste materials, restoration of the site upon completing the Work, and demobilizing. Item also includes bonds, insurance, permitting, and project management. |
| 1 |
| Lump Sum |
| $ |
| $ |
| 2 |
| Temporary Works |
| Construction and maintenance of temporary construction access roads with road base material, erosion and sediment control, traffic control, site security, and staging areas within construction limits as required. |
| 1 |
| Lump Sum |
| $ |
| $ |
| 3 |
| Diversion & Care of Water |
| Providing labor, materials, and equipment necessary to control and manage storm and reservoir inflows during construction. Includes design and construction of cofferdams, temporary diversion piping, valves, and incidental items to provide a complete diversion system through all phases of construction. |
| 1 |
| Lump Sum |
| $ |
| $ |
| 4 |
| Clearing, Grubbing & Stripping |
| Removing trees, vegetation, rubbish, and other deleterious items within the required excavations. Excavating and stockpiling topsoil within the limits of site disturbance. Onsite disposal of excess or unsuitable material is considered incidental to the cost of the Work. |
| 1 |
| Lump Sum |
| $ |
| $ |
| 5A |
| Subgrade Preparation – Foundation Protection |
| Furnishing and installing protective cover over foundation prior to concrete or fill placement as directed by the COR or BIA Representative. Includes initial and final foundation cleanup, removal of loose material and water, cleaning with compressed air or vacuuming, and installation of slush grout where necessary and a mud mat. |
| 21,540 |
| Square Yard |
| $ |
| $ |
| 5B |
| Subgrade Preparation – Dental Concrete |
| Furnishing and placing dental concrete within the footprint of the service spillway and embankments as directed by the COR or BIA Representative. Paid by truck cubic yard as delivered. |
| 1,330 |
| Cubic Yard |
| $ |
| $ |
| 6 |
| Dewatering |
| Providing labor, materials, and equipment necessary to control surface water from within the site and seepage infiltration into required excavations. |
| 1 |
| Lump Sum |
| $ |
| $ |
| 7 |
| Demolition & Disposal |
| Demolition, removal, and hauling of materials and structures offsite for disposal. Includes existing spillway, outlet works, metal conduits, fencing and gates, guardrail, and miscellaneous structures. |
| 1 |
| Lump Sum |
| $ |
| $ |
| 8 |
| Left Embankment Access Roads |
| Construction of the permanent Access Roads on the left embankment. |
| 1 |
| Lump Sum |
| $ |
| $ |
| 9 |
| Excavation |
| Excavating, hauling and stockpiling materials within the required excavation limits to the lines and grades shown. Onsite disposal of excess material below the normal water surface of the reservoir to result in the required “zero loss/gain of water storage” within the reservoir is considered incidental to the cost of the Work. Includes the embankments, spillway, approach and discharge channels, and appurtenant structures. |
| 374,360 |
| Cubic Yard |
| $ |
| $ |
| 10 |
| Excavation Removal to Designated On-site Disposal Areas Outside of the Reservoir Normal High Water Line |
| Removing, hauling and spreading of excess excavated materials and materials not suitable for construction to designated areas outside of the reservoir boundary. Stripping and site restoration of on-site disposal areas paid under separate line items. |
| 91,430 |
| Cubic Yard |
| $ |
| $ |
| 11 |
| Site Restoration |
| Furnishing and placing seed to revegetate areas for reclamation, including borrow areas and other disturbed areas. Seeding not required below normal high water line of the reservoir. |
| 1 |
| Lump Sum |
| $ |
| $ |
| 12 |
| TERO and Business License |
| Includes TERO Business License fees. |
| 1 |
| Lump Sum |
| $ |
| $ |
| 13 |
| All Unlisted Items |
| Includes all expenses required in the Drawings and Specifications not paid for under one of the unit price or lump sum items of work. |
| 1 |
| Lump Sum |
| $ |
| $ |
SERVICE SPILLWAY
| 14 |
| RCC Test Section |
| Furnishing, placing, and testing a roller compacted concrete (RCC) test section. Includes all RCC materials, including cement, supplementary cementitious material (SCM), aggregates, admixtures and required testing. |
| 1 |
| Lump Sum |
| $ |
| $ |
| 15 |
| Service Spillway RCC |
| Furnishing aggregate and water, mixing, batching, and placing RCC, forms and materials for the construction of spillway. |
| 17,650 |
| Cubic Yard |
| $ |
| $ |
| 16 |
| Cement for RCC |
| Furnishing, hauling, and storing cement material. |
31,000
| 17 |
| SCM for RCC |
| Furnishing, hauling, and storing SCM material. |
31,000
| 18 |
| Admixtures for RCC |
| Furnishing, hauling, and storing admixtures. Includes AEA, WRA, HRWR, and LRWR. |
1,450
| 19 |
| Service Spillway Conventional Concrete |
| Furnishing and placing reinforced Class C concrete, Class D concrete, and Class B concrete, as well as forms and materials for the construction of spillway. Includes all concrete materials and admixtures. |
| 6,430 |
| Cubic Yard |
| $ |
| $ |
| 20 |
| Post-Construction Core Testing |
| Performing one post-construction core test of the installed RCC. Includes coring, testing the samples, and grout backfill of core hole. |
| 1 |
| Lump Sum |
| $ |
| $ |
| 21 |
| Downstream Guardrail |
| Furnishing and installing new guardrail and posts along the downstream crest of the spillway. Includes furnishing an additional 50 feet of replacement guardrail for future use. |
| 2,000 |
| Linear Foot |
| $ |
| $ |
OUTLET WORKS
| 22 |
| Outlet Works |
| Furnishing a complete outlet works system as indicated on the Drawings, including placing reinforced concrete, Class B Concrete and CLSM for outlet works structures (inlet tower, and ductbank for vent pipe and HDPE conduits), precast concrete structures (control building and diversion intake structure), trashracks, stainless steel sluice gate and hydraulic actuation system, conduits for hydraulic lines, and piping (48-inch-diameter steel outlet works conduit, 8-inch-diameter steel vent pipe, and 36-inch-diameter HDPE permanent diversion pipe and blind flange). Includes all leveling concrete, formwork, thimbles, and embedded parts. |
| 1 |
| Lump Sum |
| $ |
| $ |
EMBANKMENTS
| 23 |
| Embankment Fill |
| Furnishing, hauling, stockpiling, placing, spreading, and compacting Embankment Fill materials. |
| 151,310 |
| Cubic Yard |
| $ |
| $ |
| 24 |
| Common Fill |
| Furnishing, hauling, stockpiling, placing, spreading, and compacting Common Fill materials. |
| 47,500 |
| Cubic Yard |
| $ |
| $ |
| 25 |
| Riprap |
| Furnishing, hauling, stockpiling, and placing riprap. |
| 8,140 |
| Cubic Yard |
| $ |
| $ |
| 26 |
| Riprap Bedding |
| Furnishing, hauling, stockpiling, and placing riprap bedding. |
| 3,980 |
| Cubic Yard |
| $ |
| $ |
| 27 |
| Filter Sand |
| Furnishing, hauling, stockpiling, and placing filter sand. |
| 12,600 |
| Cubic Yard |
| $ |
| $ |
| 28 |
| Toe Drain Pipe |
| Furnishing, stockpiling, and placing slotted and non-slotted toe drain pipe with clean outs. Included in this item is furnishing and installing precast concrete toe drain manholes as indicated on the Drawings. |
| 800 |
| Linear Foot |
| $ |
| $ |
| 29 |
| Drain Gravel |
| Furnishing, hauling, stockpiling, and placing drain gravel. |
| 1,370 |
| Cubic Yard |
| $ |
| $ |
| 30 |
| Aggregate Base Course |
| Hauling, stockpiling, placing, spreading, and compacting road surface materials on the embankment crest and stilling basin access roads. Includes installation of separation geotextile. |
| 920 |
| Cubic Yard |
| $ |
| $ |
| 31 |
| Bank Stone Protection |
| Furnishing, stockpiling, and placing bank stone protection and filter fabric. |
| 60 |
| Cubic Yard |
| $ |
| $ |
| OPT:32 |
| Option: Shear Wall Mix Design Study |
| Develop Deep Mix Method (DMM) mix design for shear walls. Include site assessment and recovery of soils. |
| 1 |
| Lump Sum |
| $ |
| $ |
| OPT: 33 |
| Option: Deep Mix Method (DMM) Shear Walls |
| Furnishing and stockpiling material, mixing, testing, and placing DMM for shear walls. Include removal of all spoils from site including necessary treatment for disposal. |
| 71,033 |
| Square Foot |
| $ |
| $ |
| OPT: 34 |
| Option: Soil-Bentonite-Cement Cut-Off Wall |
| Furnishing and stockpiling material, mixing, testing, and placing Soil-bentonite-cement cut-off walls. Include removal of all spoils from site including necessary treatment for disposal. |
| 125,510 |
| Square Foot |
| $ |
| $ |
EMERGENCY SPILLWAY
| 35 |
| Emergency Spillway Training Berms |
| Furnishing, stockpiling, placing, spreading, and compacting fill materials. |
| 29,300 |
| Cubic Yard |
| $ |
| $ |
| OPT: 36 |
| Option: Emergency Spillway |
Cut-Off
| Furnishing and installing two Class F concrete cutoff walls to the dimensions indicated on the drawings. |
| 2,710 |
| Cubic Yard |
| $ |
| $ |
| OPT: 37 |
| Option: Emergency Spillway Clay Blanket Slope Protection |
| Furnishing, stockpiling, placing, spreading, and compacting clay fill between emergency spillway cut-off walls to dimensions indicated on the drawings. |
| 13,520 |
| Cubic Yard |
| $ |
| $ |
| 38 |
| Home Removal & Replacement |
| Relocating and replacing two existing homes located within the Emergency Spillway channel. New home locations will be determined by BIA. Basis of bid shall be new home site locations are within 20 miles of dam site and utility hook-ups will be required. |
| 1 |
| Lump Sum |
| $ |
| $ |
UTILITIES & INSTRUMENTATION
| 39 |
| Instrumentation |
| Furnishing and installing survey monuments, structural monitoring points, staff gages, toe drain weir boxes, and piezometers. Includes furnishing and installing PVC pipe for EWS equipment. EWS equipment will be installed by others. Includes bollards as indicated on the Drawings. |
| 1 |
| Lump Sum |
| $ |
| $ |
| 40 |
| Utility Relocation |
| Locating, removing, and relocating all utilities as shown on the Drawings which includes disposal, furnishing and installation. Excludes site electrical. |
| 1 |
| Lump Sum |
| $ |
| $ |
| 41 |
| Site Electrical |
| Furnishing and installing all electrical components. |
| 1 |
| Lump Sum |
| $ |
| $ |
TOTAL FOR BID SCHEDULE $ ______________________________________
BUREAU OF INDIAN AFFAIRS Section 00 41 23
| OGLALA DAM SPILLWAY AND OUTLET WORKS | SECTION 00 41 23 |
| JULY 2023 | BID FORM |
| FOR BID REV 6 | PAGE 1 OF 6 |
PRODUCTS
NOT USED
EXECUTION
NOT USED
END OF SECTION
| OGLALA DAM SPILLWAY AND OUTLET WORKS | SECTION 00 41 23 |
| JULY 2023 | BID FORM |
| FOR BID REV 6 | PAGE 1 OF 6 |