A0003_Att_6_Updated_Solicitation_Pages_12-14_0003.pdf

SOLICITATION NO: 140R4024R0020 TITLE: HYRUM DAM SPILLWAY REPLACEMENT

SECTION B – CONTINUATION OF SUPPLIES OR SERVICES AND PRICES/COSTS

UPDATED (AMENDMENT 0003)

CONTINUATION OF SECTION B

CONSTRUCTION PRICE SCHEDULE

(a) Offers will be considered for award on the following price schedule, but no offer will be considered for award on only a part of the price schedule.

(b) Offers are subject to the terms and conditions of this solicitation.

(c) Quantities in the price schedule are estimated quantities for comparison of offers only. 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 and underruns. The Contract Clause at FAR 52.211-18, Variation in Estimated Quantity does not apply to the lump sum items.

(d) See the contract clause at WBR 1452.232-81 AI, Payment for Mobilization and Preparatory Work – Bureau of Reclamation AI for CLIN 00010-01.

(e) Definitions

(1) CLIN – Contract Line Item Number

CLIN Section Supplies or Services Quantity Unit Unit

Price Amount

00010-01 WBR

1452.232-81 A1 Mobilization and Preparatory Work For the Lump Sum of $

00010-02 01 31 30 Contract Document Management System For the Lump Sum of $ 00010-03 02 41 07 Removal and Disposal of Existing Features For the Lump Sum of $

00010-04 02 83 33 Removal and Disposal of Equipment with Coatings Containing Regulated Metals For the Lump Sum of $

00010-05 03 11 10 Concrete Forming 110,000 ft² $ $ 00010-05 03 15 12 6-inch PVC Waterstops 5,900 LF $ $

00010-06 03 20 00 Concrete Reinforcing 6,000,00 0 lb $ $

00010-07 03 20 00 Weldable Concrete Reinforcing 2,200 lb $ $ 00010-08 03 30 00 Cast-In-Place Concrete 3,330 yd³ $ $ 00010-09 03 30 00 Reinforced Structural Mass Concrete (RSMC) 16,000 yd³ $ $ 00010-10 03 30 00 Spillway Test Section For the Lump Sum of $ 00010-11 03 30 00 Mud Mat 465 yd³ $ $ 00010-12 03 30 39 Precast Concrete Deck Panels For the Lump Sum of $ 00010-13 03 41 33 Pretensioned Concrete Bridge Beams For the Lump Sum of $ 00010-14 03 81 10 Saw/Wire Cut Existing Concrete 750 LF $ $ 00010-15 03 81 10 Concrete Removal 3,280 yd³ $ $ 00010-16 03 81 10 Existing Bridge Removal For the Lump Sum of $ 00010-17 05 50 00 Miscellaneous Metalwork For the Lump Sum of $ 00010-18 07 21 20 Extruded Polystyrene Rigid Foam Insulation 30,000 ft² $ $ 00010-19 07 92 00 Joint Sealants For the Lump Sum of $ 00010-20 13 34 20 Metal Building System For the Lump Sum of $ 00010-21 26 05 02 Complete Electrical System For the Lump Sum of $ 00010-22 26 32 10 Diesel Engine-Generator Set For the Lump Sum of $

00010-23 26 42 13 Galvanic Anode Cathodic Protection System For the Lump Sum of $ 00010-24 31 02 10 Water for Dust Abatement For the Lump Sum of $ 00010-25 31 03 23 New Spillway Cofferdam For the Lump Sum of $ 00010-26 31 03 33 Stilling Basin Unwatering For the Lump Sum of $ 00010-27 31 03 33 Crest Structure Unwatering For the Lump Sum of $ 00010-28 31 03 33 Upper Chute Unwatering For the Lump Sum of $ 00010-29 31 03 33 Deep Wells 3,400 LF $ $ 00010-30 31 03 33 Deep Wells Operation and Power For the Lump Sum of $ 00010-31 31 03 33 Well Points 1,000 LF $ $ 00010-32 31 03 33 Well Points Operation and Power For the Lump Sum of $ 00010-33 31 03 33 Passive Wells 2,300 LF $ $ 00010-34 31 03 33 Temporary Observation Wells 1,350 LF $ $ 00010-35 31 09 10 Abandoning Existing Piezometers For the Lump Sum of $ 00010-36 31 09 26 Temporary Measurement Points (TMP) 26 EA $ $ 00010-37 31 09 26 Spillway Measurement Points (SMP) 110 EA $ $ 00010-38 31 09 26 Monitoring During Construction For the Lump Sum of $ 00010-39 31 14 10 Stripping 46 acre $ $ 00010-40 31 23 30 Excavation 300,000 yd³ $ $ 00010-41 31 23 51 Sand Filter 18,000 yd³ $ $ 00010-42 31 23 52 Gravel Drain Material 3,800 yd³ $ $ 00010-43 31 23 54 Miscellaneous Fill 82,000 yd³ $ $ 00010-44 31 23 56 Structural Fill 2,500 yd³ $ $ 00010-45 31 24 10 Impervious Fill 35,000 yd³ $ $ 00010-46 31 24 20 Additional Embankment Materials 500 yd³ $ $ 00010-47 31 32 26 Single Pier Modulus Tests For the Lump Sum of $ 00010-48 31 32 26 Multiple Pier Modulus Test For the Lump Sum of $ 00010-49 31 32 26 Installed Piers 18,500 LF $ $ 00010-50 31 32 52 Inspection Well at the Existing Spillway For the Lump Sum of $ 00010-51 31 37 00 Type 1 Riprap 2,900 yd³ $ $ 00010-52 31 37 00 Type 2 Riprap 3,900 yd³ $ $ 00010-53 31 37 00 Type 3 Riprap 15,500 yd³ $ $ 00010-54 31 37 10 Type 1 Riprap Bedding 3,400 yd³ $ $ 00010-55 31 37 10 Type 2 Riprap Bedding 1,400 yd³ $ $ 00010-55 31 37 10 Type 3 Riprap Bedding 6,900 yd³ $ $ 00010-57 31 41 16 Steel Sheet Piles 18,000 ft² $ $ 00010-56 31 56 20 Cutoff 37,000 ft² $ $ 00010-57 32 12 00 County Road 2,800 yd² $ $ 00010-58 32 12 00 Access Roads 2,200 yd² $ $ 00010-59 32 12 00 Demolition of Existing County Road 2,800 yd² $ $ 00010-60 32 15 10 Gravel Surfacing 2,200 yd² $ $ 00010-61 32 31 10 Chain Link Fence For the Lump Sum of $ 00010-64 32 31 30 Barbed Wire Fence 1,600 LF $ $

00010-62 32 91 19 Placing Topsoil 6 acre $ $ 00010-63 32 91 60 Topsoil Erosion Control Matting 15,700 yd² $ $ 00010-64 32 92 20 Seeding 7.5 acre $ $ 00010-65 33 05 33 Spillway Stilling Well For the Lump Sum of $ 00010-66 33 11 14 East Field Inverted Siphon For the Lump Sum of $ 00010-67 33 11 14 Hyrum Feeder Ditch Pipeline Inverted Siphon For the Lump Sum of $ 00010-68 33 11 16 Line Pipe – PVC 50 LF $ $ 00010-69 33 11 16 Filling, Testing, and Draining Pipe For the Lump Sum of $

00010-73 33 46 36 4-inch-Diameter Non-perforated HDPE Air Vent Pipe 93 LF $ $

00010-70 33 46 36 8-inch-Diameter Perforated HDPE Pipe 1,500 LF $ $ 00010-71 33 46 36 8-inch-Diameter Non-perforated HDPE Pipe 54 LF $ $ 00010-72 33 46 36 10-inch-Diameter Perforated HDPE Pipe 5,200 LF $ $ 00010-73 33 46 36 10-inch-Diameter Non-perforated HDPE Pipe 2,000 LF $ $ 00010-74 33 46 36 12-inch-Diameter Perforated HDPE Pipe 790 LF $ $ 00010-75 33 46 36 12-inch-Diameter Non-perforated HDPE Pipe 220 LF $ $ 00010-76 33 46 36 18-inch-Diameter Non-perforated HDPE Pipe 32 LF $ $ 00010-77 33 46 36 Cleanouts 39 EA $ $ 00010-78 33 46 36 Air Vents 10 EA $ $ 00010-79 33 46 42 Perimeter Drain Weir Boxes For the Lump Sum of $ 00010-80 34 71 10 Guardrail 2,900 LF $ $ 00010-81 35 21 20 Stoplog Guides For the Lump Sum of $ 00010-82 35 23 50 Radial Gates For the Lump Sum of $ 00010-83 41 22 32 Radial Gate Hoists For the Lump Sum of $

TOTAL FOR CONSTRUCTION PRICE SCHEDULE $

OPTION 1

Price Amount

00110 31 03 23 New Spillway Cofferdam Emergency Ice Berm – Year One For the Lump Sum of $

TOTAL FOR OPTION 1 $

OPTION 2

Price Amount

00120 31 03 23 New Spillway Cofferdam Emergency Ice Berm – Year Two For the Lump Sum of $

TOTAL FOR OPTION 2 $