B08_ATTACHMENT__1_BID_SCHEDULE.xlsx
XLSX spreadsheet 13 KB Posted
- Solicitation number
- 140A0323B0001
About this file
This document contains a bid schedule and related federal contract opportunity for construction services. The Bureau of Indian Affairs is soliciting bids on behalf of the Otoe-Missouria Tribe of Oklahoma to build a propane tank access road approximately 2,806 feet in length. The bid schedule details estimated quantities and unit pricing for items including earthwork, erosion control, paving, drainage structures, guardrails and signs. The contract is set aside exclusively for Indian Small Business Economic Enterprises as defined by regulation. Bids are due on January 6, 2023 and award is expected to be made by February 15, 2023. The contractor shall then have 120 days to complete all work after the notice to proceed date. The location of work will be in Red Rock, Oklahoma and the NAICS code listed is for highway, street and bridge construction.
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Bid Schedule
| BIA SOUTHERN PLAINS REGIONAL OFFICE |
| PROPANE TANK ACCESS ROAD PROJECT |
| OTOE-MISSOURIA TRIBE OF OKLAHOMA |
| BID SCHEDULE SOLICITATION 140A0323B0001 |
| ITEM NUMBER | NOTES | DESCRIPTION | UNIT | ESTIMATED QUANTITY | UNIT PRICE | TOTAL |
| 201(A) | A | CLEARING & GRUBBING | LUMP SUM | 1 | ||
| 202(H) | D | EARTHWORK | LUMP SUM | 1 | ||
| 220 | SWPPP DOCUMENTATION AND MANAGEMENT | LUMP SUM | 1 | |||
| 221(B) | TEMPORARY SILT FENCE | LIN FT | 900 | |||
| 221(G) | TEMPORARY FIBER LOG | LIN FT | 100 | |||
| 230(A) | 6 | SOLID SLAB SODDING | SQ YD | 4000 | ||
| 303(A) | AGGREGATE BASE TYPE A | TON | 2460 | |||
| 407(B) | 8 | TACK COAT | GALLON | 380 | ||
| 409(A) | B | GEOTEXTILE FABRIC TYPE V | SQ YD | 7800 | ||
| 411 ( C ) | SUPERPAVE, TYPE S4 (PG 64-22 OK)(2.5 INCH) | TON | 980 | |||
| 411 ( C ) | SUPERPAVE, TYPE S3 (PG 64-22 OK)(2.5 INCH) | TON | 980 | |||
| 601(A) | TYPE 1 PLAIN RIPRAP | CU YD | 50 | |||
| 613(A) | 9 | 28" X 18" R.C. PIPE ARCH CLASS A-Ill | LIN FT | 32 | ||
| 613(L) | 9 | PREFAB. END SECTION OF 28"X18" RCP ARCH | EACH | 2 | ||
| 613(A) | 9 | 30" R.C. PIPE CLASS A-Ill | LIN FT | 36 | ||
| 613(L) | 9 | PREFAB END SECTION OF 30" RCP | EACH | 1 | ||
| SP | DROP INLET STRUCTURE TO 30" RCP | EACH | 1 | |||
| 619(B) | REMOVAL OF EXISTING PIPE | LUMP SUM | 1 | |||
| 619(B) | REMOVAL OF FENCE | LUMP SUM | 1 | |||
| 619(B) | 8 | SAWING PAVEMENT | LUMP SUM | 1 | ||
| 623(F) | C | BEAM GUARDRAIL W-BEAM SINGLE | LIN FT | 250 | ||
| 623(G) | GUARDRAIL END TREATMENT (TURNDOWN) | EACH | 6 | |||
| 641 | MOBILIZATION | LUMP SUM | 1 | |||
| 642(B) | CONSTRUCTION STAKING LEVEL II | LUMP SUM | 1 | |||
| 643 | E | CONTRACTOR QUALITY CONTROL (SP) | LUMP SUM | 1 | ||
| 850(A) | SHEET ALUMINUM SIGNS | SQ FT | 39.5 | |||
| 851© | SQUARE TUBE POST | LIN FT | 75 | |||
| 854(A) | TRAFFIC STRIPE (PAINT) | LIN FT | 11230 | |||
| 880(J) | CONSTRUCTION TRAFFIC CONTROL | LUMP SUM | 1 | |||
| SP | F | 5' RISE X 10' SPAN CONCRETE BOX CULVERT | LIN FT | 30 | ||
| SP | G | CLASS C CONCRETE | CY | 10 | ||
| TOTAL |
| SP | TERO FEES - 3% OF CONTRACT TOTAL | ||
| GRAND | TOTAL |
File details come from the government source that posted it. Updated .