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| CONSTRUCTION RFP | | SOL NO AG-1484-S-16-0006 |
| White Mountain National Forest | |
RUSSELL POND ROAD RECONSTRUCTION
SECTION B – SCHEDULE OF ITEMS
PART 1 – SERVICES AND PRICES
B-1 SCHEDULE OF BASE ITEMS:
Russell Pond Road Reconstruction and Drainage
ITEM
NO.
| DESCRIPTION |
| METH. OF MEAS.* |
| PAY |
UNIT
EST.
QTY.
UNIT
PRICE
SUBTOTAL
PRICE
| 15101 |
| Mobilization |
| LSQ |
| Lump Sum |
| 1 |
| $_______ |
| $________ |
| 15201 |
| Construction Survey and Staking, Class B |
| LSQ |
| Lump Sum |
| 1 |
| $_______ |
| $________ |
| 15401 |
| Contractor Testing |
| LSQ |
| Lump Sum |
| 1 |
| $_______ |
| $________ |
| 15702 |
| Silt Fence |
| AQ |
| LF |
| 10,800 |
| $_______ |
| $________ |
| 15708 |
| Stone Check Dams |
| CQ |
| Each |
| 185 |
| $_______ |
| $________ |
| 15713 |
| Soil Erosion and Pollution Control |
| LSQ |
| Lump Sum |
| 1 |
| $_______ |
| $________ |
| 15714 |
| Storm Water Pollution Prevention Plan |
| LSQ |
| Lump Sum |
| 1 |
| $_______ |
| $________ |
| 20101 |
| Clearing and Grubbing |
| CQ |
| Acre |
| 0.10 |
| $_______ |
| $________ |
| 20301 |
| Removal of Boulder (Dia. Larger than 2’) |
| CQ |
| Each |
| 65 |
| $_______ |
| $________ |
| 20301 |
| Removal of Boulder (Dia. 6” to 2’) |
| CQ |
| Each |
| 130 |
| $_______ |
| $________ |
| 20302 |
| Removal of Pipe Culvert |
| CQ |
| LF |
| 2,025 |
| $_______ |
| $________ |
| 20401 |
| Roadway Excavation, Compaction Method B |
| CQ |
| CY |
| 2,350 |
| $_______ |
| $________ |
| 20701 |
| Earthwork Geotextile Type IV |
| CQ |
| SY |
| 6,900 |
| $_______ |
| $________ |
| 20805 |
| Cofferdams |
| LSQ |
| Lump Sum |
| 1 |
| $_______ |
| $________ |
| 21202 |
| Linear Grading |
| LSQ |
| Lump Sum |
| 1 |
| $_______ |
| $________ |
| 25101 |
| Placed Riprap, Class 4 |
| CQ |
| CY |
| 1,750 |
| $_______ |
| $________ |
| 30103 |
| Aggregate Base, Grading C or D, Compaction Method F (Crushed Gravel) |
| CQ |
| CY |
| 5,700 |
| $_______ |
| $________ |
| 30111 |
| Aggregate Base, Grading C or D, Compaction Method F (Shoulder Gravel) |
| CQ |
| CY |
| 275 |
| $_______ |
| $________ |
| 30304 |
| Ditch Reconditioning |
| CQ |
| Mile |
| 1.27 |
| $_______ |
| $________ |
| 30319 |
| Road Reconditioning, Roadbed, Compaction Method B |
| CQ |
| SY |
| 23,750 |
| $_______ |
| $________ |
| 30502 |
| Aggregate Topsoil Course, 4” Depth |
| CQ |
| CY |
| 1,300 |
| $_______ |
| $________ |
| 30805 |
| Bedding & Backfill Aggregate |
| CQ |
| CY |
| 1,400 |
| $_______ |
| $________ |
| 32218 |
| Screened Aggregate (3/4” Crushed Stone), Grading ASTM #67, Compaction Method B |
| CQ |
| CY |
| 800 |
| $_______ |
| $________ |
| 40301 |
| Hot Asphalt Concrete Pavement, Class B, Grading B, 1” Thick, 3/8” Aggregate |
| CQ |
| Ton |
| 1,400 |
| $_______ |
| $________ |
| 40301 |
| Hot Asphalt Concrete Pavement, Class B, Grading F, 2” Thick, ¾” Aggregate |
| CQ |
| Ton |
| 2,750 |
| $_______ |
| $________ |
| 41204 |
| Tack Coat |
| LSQ |
| Lump Sum |
| 1 |
| $_______ |
| $________ |
| 41301 |
| Pavement Milling, 6” Depth (Reclaimed Stabilized Base) |
| CQ |
| SY |
| 22,900 |
| $_______ |
| $________ |
| 41406 |
| Sawcut and Joint Sealing |
| CQ |
| LF |
| 80 |
| $_______ |
| $_______ |
| 60201 |
| 18” Pipe Culvert (HDPE) |
| CQ |
| LF |
| 1,285 |
| $_______ |
| $________ |
| 60201 |
| 24” Pipe Culvert (HDPE) |
| CQ |
| LF |
| 340 |
| $_______ |
| $________ |
| 60201 |
| 36” Pipe Culvert (HDPE) |
| CQ |
| LF |
| 85 |
| $_______ |
| $________ |
| 60203 |
| 28” x 20” Pipe Arch (CMP) |
| CQ |
| LF |
| 57 |
| $_______ |
| $________ |
| 60203 |
| 35” x 24” Pipe Arch (CMP) |
| CQ |
| LF |
| 45 |
| $_______ |
| $________ |
| 60203 |
| 42” x 29” Pipe Arch (CMP) |
| CQ |
| LF |
| 110 |
| $_______ |
| $________ |
| 60203 |
| 57” x 38” Pipe Arch (CMP) |
| CQ |
| LF |
| 45 |
| $_______ |
| $________ |
| 61902 |
| Remove, Store, and Reinstall Gate |
| CQ |
| Each |
| 1 |
| $_______ |
| $_______ |
| 61905 |
| Open-Position Locking Gate Post |
| CQ |
| Each |
| 1 |
| $_______ |
| $_______ |
| 62521 |
| Turf Establishment |
| CQ |
| Acre |
| 2.27 |
| $_______ |
| $________ |
| 62901 |
| Rolled Erosion Control Products, Type C |
| CQ |
| SY |
| 11,000 |
| $_______ |
| $________ |
| 63308 |
| Remove and Reset Signs |
| CQ |
| Each |
| 8 |
| $_______ |
| $________ |
| 63401 |
| Pavement Markings, Type B, Solid |
| CQ |
| LF |
| 10,503 |
| $_______ |
| $________ |
| 63501 |
| Temporary Traffic Control |
| LSQ |
| Lump Sum |
| 1 |
| $_______ |
| $________ |
TOTAL BID PRICE
BASE ITEMS
* Designated Method of Measurement AQ – Actual Quantity CQ – Contract Quantity LSQ – Lump Sum Quantity
B-2 NOTE: Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall be incidental to the contract price. Include bond payments under Mobilization.
B-3 BIDS: The Bidder must bid on all items. Where extended unit prices do not agree with totals or subtotals shown by the Bidder, the unit price governs except as provided under Federal Acquisition Regulations (FAR) 14.406, Mistakes in Bids. Unit prices and extended prices shall be rounded to the nearest one cent.
B-4 SUBJECT TO AVAILABILITY OF FUNDS: Funds are currently not available for this project. In accordance with FAR 52.232-18 the Government reserves the right to cancel this order. If funds become available, the Government may issue award, based on best value to Government.
B-5 BASIS OF AWARD: One contract will be awarded to the technically-preferable responsive and responsible bid, providing best value to the Government. See also, separately attached Evaluation Factors.
B-6 ITEM SELECTION: One, multiple, or all item schedules may be selected for award under single contract, subject to availability of funds and to best meet the interest of the Government.
Bidder’s Name
Bidder’s Signature