The file's text, extracted by GovTribe without its formatting.
USDA/ARS El Reno, OK Bridge D Replacement
Contractor’s Name
ITEMIZED BID FORM
ROADWAY
| Item No. |
| Description |
| Quantity |
| Unit |
| Unit Price |
| Item Total |
| 202(A) 0183 |
| Unclassified Excavation |
| 710 |
| C.Y. |
| 202(D) 0184 |
| Unclassified Borrow |
| 1,295 |
| C.Y. |
| 221(K) 0600 |
| Temporary Fiber Log |
| 700 |
| L.F. |
| 232(B) 2814 |
| Seeding Method B |
| 0.15 |
| Acres |
| 233(A) 2817 |
| Vegetative Mulching |
| 0.15 |
| Acres |
| 303(A) 2100 |
| Aggregate Base Type A |
| 13 |
| C.Y. |
| 310(A) 0147 |
| Subgrade Method A |
| 1,298 |
| S.Y. |
| 407(B) 0250 |
| Tack Coat |
| 57 |
| Gal. |
| 408 5774 |
| Prime Coat |
| 439 |
| Gal. |
| 411(B) 5945 |
| Superpave, Type S3 (PG 64-22 OK) |
| 256 |
| Ton |
| 411(C) 5960 |
| Superpave, Type S4 (PG 64-22 OK) |
| 154 |
| Ton |
| 619(B) 4728 |
| Removal of Asphalt Pavement |
| 1,030 |
| S.Y. |
| 623(A) 0932 |
| Beam Guardrail W-Beam Single |
| 62.5 |
| L.F. |
| 623(F) 5686 |
| Guardrail Anchor Unit (Type D-BF) |
| 2 |
| Each |
| 623(G) 8590 |
| Guardrail End Treatment (31”) |
| 2 |
| Each |
| 641 1399 |
| Mobilization |
| 1 |
| LSum |
| 853 9069 |
| Guardrail Delineators (Type 2, Code 1) |
| 8 |
| Each |
| 880(J) 8905 |
| Construction Traffic Control |
| 1 |
| LSum |
TOTAL ROADWAY COST =
BRIDGE
| Item No. |
| Description |
| Quantity |
| Unit |
| Unit Price |
| Item Total |
| 501(B) 1307 |
| Substructure Excavation Common |
| 100 |
| C.Y. |
| 501(F) 6352 |
| Granular Backfill |
| 70 |
| C.Y. |
| 503(A) 1313 |
| Prestressed Concrete Beams (Type IV) |
| 314.0 |
| L.F. |
| 504(B) 1305 |
| Saw-Cut Grooving |
| 257.9 |
| S.Y. |
| 504(D) 6239 |
| Concrete Rail (TR3) |
| 274.6 |
| L.F. |
| 506(A) 1322 |
| Structural Steel |
| 410 |
| Lbs. |
| 507(A) 6172 |
| Weathering Steel Fixed Bearing Assembly |
| 6 |
| Each |
| 509(A) 1326 |
| Class AA Concrete |
| 105.7 |
| C.Y. |
| 509(B) 1328 |
| Class A Concrete |
| 41.8 |
| C.Y. |
| 511(B) 6010 |
| Epoxy Coated Reinforcing Steel |
| 26,270 |
| Lbs. |
| 514(A) 6010 |
| Piles, Furnished (HP 10x42) |
| 497 |
| L.F. |
| 514(B) 6292 |
| Piles, Driven (HP 10x42) |
| 497 |
| L.F. |
| 514(L) 6220 |
| Pile Splice, H-Pile (Non-Biddable) |
| 1 |
| Each |
| 601(A) ------ |
| Type I Plain Riprap ** |
| 217 |
| C.Y. |
| 601(I) 6312 |
| Filter Fabric (Riprap) |
| 325 |
| S.Y. |
| 613(H) 6204 |
| 6” Perforated Pipe Underdrain Round |
| 52 |
| L.F. |
| 613(I) 6207 |
| 6” Non-Perforated Pipe Underdrain Round |
| 42 |
| L.F. |
| 619(D) 1397 |
| Removal of Exisitng Bridge Structure |
| 1 |
| LSum |
TOTAL BRIDGE COST =
TOTAL CONSTRUCTION COST =
**Excavation for Type I Plain Riprap will not be measured for payment.
Item No. information:
202(A) refers to the section of the Oklahoma DOT Specifications pertaining to the bid item.
0183 refers to the Oklahoma DOT Pay Item Listing number where applicable.
Dated: 5/01/2018