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PART I—THE SCHEDULE
SECTION B-- SCHEDULE OF ITEMS
B.1 SCHEDULE OF ITEMS
(1) Road - 1N02 M.P. 0.1 || Length (miles) 0.07
| Item Number |
| Description |
| Method Measure. |
| Units of Measure. |
| Quantity |
| Unit Price |
| Cost |
| 15101 |
| Mobilization |
| LSQ |
| L.S. |
| 1 |
| 15713 |
| Soil Erosion & Pollution Control |
| LSQ |
| L.S. |
| 1 |
| 20158 |
| Clearing and Debris Removal |
| LSQ |
| L.S. |
| 1 |
| 20407 |
| Select borrow, compaction method B, finish method A |
| CQ |
| C.Y. |
| 1350 |
| 25102-5 |
| Placed riprap, class 5 |
| CQ |
| Ton |
| 402 |
| 25209 |
| Geotextile, type IV, D |
| CQ |
| S.Y. |
| 330 |
| 30102 |
| Aggregate Base Class 2 |
| CQ |
| Ton |
| 527 |
| 30318 |
| Road reconditioning, roadbed, compaction method 3 |
| CQ |
| Mile |
| 0.07 |
| 40607 |
| Asphalt Concrete, CA State DOT, Type A |
| CQ |
| Ton |
| 133 |
| 60101 |
| Concrete Grout |
| CQ |
| C.Y. |
| 45 |
Road 1N02 M.P. 0.1 Total $
(2) Road - 1N05 M.P. 0.07 || Length (miles) 0.28
| Item Number |
| Description |
| Method Measure. |
| Units of Measure. |
| Quantity |
| Unit Price |
| Cost |
| 15101 |
| Mobilization |
| LSQ |
| L.S. |
| 1 |
| 15713 |
| Soil Erosion & Pollution Control |
| LSQ |
| L.S. |
| 1 |
| 20158 |
| Clearing and Debris Removal |
| LSQ |
| L.S. |
| 1 |
| 20209 |
| Selective clearing |
| LSQ |
| L.S. |
| 1 |
| 20406 |
| Roadway Excavation |
| CQ |
| Mile |
| 0.28 |
| 20407 |
| Select borrow, compaction method B, finish method A |
| CQ |
| C.Y. |
| 9200 |
| 21201 |
| Linear grading |
| CQ |
| Mile |
| 0.28 |
| 20426 |
| Grade dips, Rolling |
| CQ |
| Each |
| 3 |
Road 1N05 M.P. 0.07 Total $
(3) Road - 1N05 M.P. 0.65 || Length (miles) 0.01
| Item Number |
| Description |
| Method Measure. |
| Units of Measure. |
| Quantity |
| Unit Price |
| Cost |
| 15101 |
| Mobilization |
| LSQ |
| L.S. |
| 1 |
| 15713 |
| Soil Erosion & Pollution Control |
| LSQ |
| L.S. |
| 1 |
| 20158 |
| Clearing and Debris Removal |
| LSQ |
| L.S. |
| 1 |
| 20407 |
| Select borrow, compaction method B, finish method A |
| CQ |
| C.Y. |
| 139 |
| 20426 |
| Grade dips, Rolling |
| CQ |
| Each |
| 1 |
| 60601 |
| Spillway assembly – 24” Overside Drain and 20’ Flume |
| CQ |
| Each |
| 1 |
Road 1N05 M.P. 0.65 Total $
(4) Road - 1N05 M.P. 0.79 || Length (miles) 0.01
| Item Number |
| Description |
| Method Measure. |
| Units of Measure. |
| Quantity |
| Unit Price |
| Cost |
| 15101 |
| Mobilization |
| LSQ |
| L.S. |
| 1 |
| 15713 |
| Soil Erosion & Pollution Control |
| LSQ |
| L.S. |
| 1 |
| 20158 |
| Clearing and Debris Removal |
| LSQ |
| L.S. |
| 1 |
20407 Select borrow, compaction method B, finish method A
CQ
C.Y.
| 20426 |
| Grade dips, Rolling |
| CQ |
| Each |
| 1 |
| 60601 |
| Spillway assembly – 24” Overside Drain and 20’ Flume |
| CQ |
| Each |
| 1 |
Road 1N05 M.P. 0.79 Total $
(5) Road - 1N17 M.P. 0.2 || Length (miles) 0.06
| Item Number |
| Description |
| Method Measure. |
| Units of Measure. |
| Quantity |
| Unit Price |
| Cost |
| 15101 |
| Mobilization |
| LSQ |
| L.S. |
| 1 |
| 15713 |
| Soil Erosion & Pollution Control |
| LSQ |
| L.S. |
| 1 |
| 20158 |
| Clearing and Debris Removal |
| LSQ |
| L.S. |
| 1 |
| 20401 |
| Roadway excavation, compaction method B, finishing method A |
| CQ |
| L.S. |
| 1 |
Road 1N17 M.P. 0.2 Total $
(6) Road - 1N17 M.P. 0.4 || Length (miles) 0.03
| Item Number |
| Description |
| Method Measure. |
| Units of Measure. |
| Quantity |
| Unit Price |
| Cost |
| 15101 |
| Mobilization |
| LSQ |
| L.S. |
| 1 |
| 15713 |
| Soil Erosion & Pollution Control |
| LSQ |
| L.S. |
| 1 |
| 20158 |
| Clearing and Debris Removal |
| LSQ |
| L.S. |
| 1 |
| 20401 |
| Roadway excavation, compaction method B, finishing method A |
| CQ |
| L.S. |
| 1 |
| 20407 |
| Select borrow, compaction method B, finish method A |
| CQ |
| C.Y. |
| 20 |
| 21102 |
| Roadway obliteration |
| LSQ |
| L.S. |
| 1 |
| 30101 |
| Crushed Aggregate base, compaction method A |
| CQ |
| Ton |
| 75 |
| 40607 |
| Asphalt Concrete, CA State DOT, Type A |
| CQ |
| Ton |
| 43 |
| 62528 |
| Seeding, Fertilizing, and Mulching, hydraulic or dry Method |
| LSQ |
| L.S. |
| 1 |
Road 1N02 M.P. 0.1 Total $
| ROADS |
| LENGTH MILES |
| TOTAL COST |
B.2 SCHEDULE NOTES
* QUANITIES ARE ESTIMATED, CONTRACTOR SHALL FIELD VERIFY TO SATISFY ALL REQUIREMENTS OF THE DRAWINGS, STATEMENT OF WORK, AND SPECIFICATIONS.
* One award will be made from this solicitation, contractors must submit pricing for all items.
* Bid Bond/Guarantee. REQUIRED for proposals exceeding $150,000 IAW FAR 52.228-1 Bid Guarantee.
NOTE: Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price.
The contractor shall complete the table below and include the information with their proposal.
| Company Name: |
| POC & Title: |