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AG-82BH-S-13-0029 Rev 1 N. Fork Lake Creek Bridge Replacement
SECTION B – SCHEDULE OF ITEMS
| PAY ITEM |
| DESCRIPTION |
| METHOD OF MEASURE |
| QUANTITY |
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 15101 |
| General Requirements/Mobilization |
| CQ |
| 1 |
| Lump Sum |
| $ |
| $ |
| 15205 |
| Bridge Survey and Staking |
| CQ |
| 1 |
| Lump Sum |
| $ |
| $ |
| 15212 |
| Slope, reference and clearing and grubbing stakes; method I, tolerance A |
| CQ |
| 1 |
| Lump Sum |
| $ |
| $ |
| 15255 |
| Grade finishing stakes, surface course aggregate, tolerance A |
| CQ |
| 1 |
| Lump Sum |
| $ |
| $ |
| 15702 |
| Silt fence |
| CQ |
| 175 |
| Feet |
| $ |
| $ |
| 20102 |
| Clearing and grubbing |
| CQ |
| 1 |
| Lump Sum |
| $ |
| $ |
| 20305 |
| Removal of structures and obstructions |
| CQ |
| 1 |
| Lump Sum |
| $ |
| $ |
| 20403 |
| Sub-excavation |
| CQ |
| 21 |
| Cubic Yard |
| $ |
| $ |
| 20801 |
| Structure excavation |
| CQ |
| 105 |
| Cubic Yard |
| $ |
| $ |
| 20803 |
| Structural backfill |
| CQ |
| 50 |
| Cubic Yard |
| $ |
| $ |
| 30111 |
| Aggregate surface course, CDOT Class 6, compaction method B |
| CQ |
| 26 |
| Cubic Yard |
| $ |
| $ |
| 55204 |
| Structural concrete, class C (AE), for abutments, wing walls, and footings |
| CQ |
| 40 |
| Cubic Yard |
| $ |
| $ |
| 55302 |
| Precast pre stressed concrete structural member, box beam |
| CQ |
| 216 |
| Feet |
| $ |
| $ |
| 55350 |
| Post tensioning |
| CQ |
| 1 |
| Lump Sum |
| $ |
| $ |
| 55401 |
| Reinforcing steel |
| CQ |
| 3996 |
| LB |
| $ |
| $ |
| 55601 |
| W-beam, type IV, class A, steel bridge railing, side-mounted with steel shoes |
| CQ |
| 100 |
| Feet |
| $ |
| $ |
| 55607 |
| Terminal section, type 3K |
| CQ |
| 4 |
| Each |
| $ |
| $ |
| 55650 |
| Bridge approach railing, type IV, class A |
| CQ |
| 75 |
| Foot |
| $ |
| $ |
| 56302 |
| Painting, concrete bridge structure |
| CQ |
| 51 |
| Square Yard |
| $ |
| $ |
| 61906 |
| Remove and reset existing fence |
| CQ |
| 43 |
| Linear Feet |
| $ |
| $ |
| 62450 |
| Furnishing and placing topsoil (3 inch depth). |
| CQ |
| 5 |
| Cubic Yard |
| $ |
| $ |
| 62502 |
| Seeding, dry method |
| CQ |
| 67 |
| Square Yard |
| $ |
| $ |
| 63306 |
| Object markers, type III |
| CQ |
| 4 |
| Each |
| $ |
| $ |
| 63307 |
| Delineators, type I |
| CQ |
| 4 |
| Each |
| $ |
| $ |
| 63310 |
| Removing object markers |
| CQ |
| 4 |
| Each |
| $ |
| $ |
| 63501 |
| Temporary traffic control |
| CQ |
| 1 |
| Lump Sum |
| $ |
| $ |
| TOTAL OF ALL LINE ITEMS |
| $ |
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. Include bond payments under Pay Item 15101.
Company Name: _________________________ POC: __________________________________
Phone Number: __________________________ E-Mail: _________________________________
DUNS #_______________________ Fed Tax Id #__________________________
