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PART I—THE SCHEDULE
SECTION B-- SCHEDULE OF ITEMS
B.1 SCHEDULE OF ITEMS - (BASE CONSTRUCTION)
PROJECT: GAOA, Sierra Vista Scenic Byway Rehab
| Item |
| Construction Items |
| Qty |
| UNIT |
| Unit Price |
| Total Price |
| 151 |
| Mobilization |
| 1 |
| LS |
| $___________ |
| $___________ |
| 203 |
| Disposal of culverts (440 linear feet of up to 36" diameter) |
| 1 |
| LS |
| $___________ |
| $___________ |
| 251 |
| Furnish and place track out rock 4in x 6in. (NFSR 6S10X) |
| 3500 |
| Tons |
| $___________ |
| $___________ |
| 301 |
| Furnish and place 3" layer of Caltrans 3/4" class 2 base rock, compaction method B.(NFSR 6S10X) |
| 7459 |
| Tons |
| $___________ |
| $___________ |
| 301 |
| Furnish and place 6"x12" berm behind dike and backfill shoulders to match edge of the road with Caltrans 3/4" class 2 base rock, compaction method C. (NFSR 4S81) |
| 6250 |
| Tons |
| $___________ |
| $___________ |
| 406 |
| Fog Seal (South from cold springs on NFSR 5S07) |
| 11.6 |
| Mile |
| $___________ |
| $___________ |
| 414 |
| Asphalt Pavement Crack Sealing |
and Filling (South from cold springs - NFSR 5S07)
| 11.6 |
| Mile |
| $___________ |
| $___________ |
| 403 |
| Aspahlt Dike Type A (6") (NFSR 4S81) |
| 25 |
| Mile |
| $___________ |
| $___________ |
| 602 |
| Import and Install 36” Corrugated |
metal pipes (average depth 6 feet) (NFSR 6S10X)
| 440 |
| LNFT |
| $___________ |
| $___________ |
| 602 |
| Import and Install 36” metal end section (NFSR |
6S10X).
| 11 |
| Each |
| $___________ |
| $___________ |
| 606 |
| Furnish and install 24” metal spill way (Big Mac), including inlet, starter and 20 feet of flume. (NFSR 4S81) |
| 20 |
| Each |
| $___________ |
| $___________ |
| 634 |
| Permanent Pavement Markings, 2 coats of double yellow type A with black on center (NFSR |
4S81,5S07 & 6S10)
| 74.89 |
| Mile |
| $___________ |
| $___________ |
| 635 |
| Temporary traffic control |
| 1 |
| LS |
| $___________ |
| $___________ |
| 814 |
| Pothole Repairs 1/2" HMA PG 64-10 (South from |
cold springs - NFSR 5S07)
| 850 |
| Tons |
| $___________ |
| $___________ |
| 834 |
| Drainage structures maintenance w/water. (NFSR 6S10X & 5S07 south from Cold Springs) |
| 14.2 |
| Mile |
| $___________ |
| $___________ |
| 842 |
| Cutting roadway vegetation- (1 Mile NFSR 6S10, 5.46 miles NFSR 6S10X & 11 miles NFSR 5S07) |
| 18.06 |
| Mile |
| $___________ |
| $___________ |
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.
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.
| Company Name: |
| POC & Title: |