180501_Itemized_bid_form_Bridge_A_Final.docx

DOCX document 41 KB Posted

Attached to
El Reno Bridge Replacement Federal contract opportunity
Solicitation number
1232SD18B0015
Issued by
Department of Agriculture Agricultural Research Service Central Program Planning Coordination and Support

About this file

Itemized Bid Form Bridge A

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Other files attached to El Reno Bridge Replacement, newest first.
File Type Posted
Amendment_1,_El_Reno_Bridge,_1232SD18B0015.pdf PDF
ARS_371.pdf PDF
180501_Bridge_A-FINAL_SUB_SIGNED_(24x36).pdf PDF
Davis_Bacon_Wages,_El_Reno,_OK.pdf PDF
Bid_Bond.pdf PDF
180501_Bridge_D_SPECS_FINAL_SUBMISSION.pdf PDF
signed_IFB_Clauses_El_Reno_Bridge_Replacement_(002).pdf PDF
180501_Bridge_D-FINAL_SUB_SIGNED_(24x36).pdf PDF
180501_Itemized_bid_form_Bridge_D_Final.docx DOCX document
180501_Bridge_A_SPECS_FINAL_SUBMISSION.pdf PDF
ARS_372.pdf PDF
OkDOT_specs_2009.pdf PDF
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Text version

USDA/ARS El Reno, OK Bridge A Replacement

Contractor’s Name

ITEMIZED BID FORM

ROADWAY

Item No.
Description
Quantity
Unit
Unit Price
Item Total
202(A) 0183
Unclassified Excavation
735
C.Y.
202(D) 0184
Unclassified Borrow
620
C.Y.
221(K) 0600
Temporary Fiber Log
400
L.F.
232(B) 2814
Seeding Method B
0.1
Acres
233(A) 2817
Vegetative Mulching
0.1
Acres
303(A) 2100
Aggregate Base Type A
87
C.Y.
310(A) 0147
Subgrade Method A
779
S.Y.
402(A) 0217
Traffic Bound Surface Course Type A
71
Tons
641 1399
Mobilization
1
LSum
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
56
C.Y.
503(A) 1312
Prestressed Concrete Beams (Type III)
254.0
L.F.
504(B) 1305
Saw-Cut Grooving
209.0
S.Y.
504(D) 6239
Concrete Rail (TR3)
226.6
L.F.
506(A) 1322
Structural Steel
320
Lbs.
507(A) 6172
Weathering Steel Fixed Bearing Assembly
6
Each
509(A) 1326
Class AA Concrete
85.5
C.Y.
509(B) 1328
Class A Concrete
39.2
C.Y.
511(B) 6010
Epoxy Coated Reinforcing Steel
21,470
Lbs.
514(A) 6010
Piles, Furnished (HP 10x42)
318
L.F.
514(B) 6292
Piles, Driven (HP 10x42)
318
L.F.
514(L) 6220
Pile Splice, H-Pile (Non-Biddable)
1
Each
601(A) ------
Type I Plain Riprap **
600
C.Y.
601(I) 6312
Filter Fabric (Riprap)
905
S.Y.
613(H) 6204
6” Perforated Pipe Underdrain Round
52
L.F.
613(I) 6207
6” Non-Perforated Pipe Underdrain Round
24
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.

Date: 5/01/2018

File details come from the government source that posted it.