Contract ID: | 090662 | Estimate Number: | 0046 , Final | Spec Year: | 1999 | |||
Primary JP: | 22146(04) | Residency: | CRAIG & KEITHLINE, INC. (08007) | Contract No: | 510850 | |||
Date Created: | 05/31/2016 | Contractor FEI: | 731557599C | Account No: | 400800 |
Project Number(s): | STP-157A(066)IG, STP-157A(067)IG | ||||||||
Contract Description: | GRADE, DRAIN, SURFACE, BRIDGE AND TRAFFIC SIGNALS GILCREASE EXPRESSWAY: FROM NORTH 41ST WEST AVENUE TO L.L. TISDALE PARKWAY. PROJECT LENGTH = 0.749 MILES. | ||||||||
Primary County: | OSAGE | ||||||||
Name of Road: | GILCREASE EXPRESSWAY | ||||||||
Prime Contractor: | PLAINS BRIDGE CONTR./TREAS CONST./UNITED GENERAL CONTR.,INC. | Time Charged: | 2105.00 | ||||||
1105 FIRST PLACE BLVD. | Time Allowed: | 2094.00 | |||||||
YUKON , OK 73099 | Percent Time: | 100.53 % |
Paid To Date: | $13,240,688.44 | Payable This Statement: | $0.00 |
CONTRACTOR AFFIDAVIT |
STATE OF ___________________ | ) | |
) § | ||
COUNTY OF __________________ | ) |
The undersigned contractor or duly authorized agent, of lawful age, being first duly sworn, on oath say that this claim is true and correct. |
Affiant further states that the work, services or materials as shown by this claim have been completed or supplied in accordance with the plans, specifications, orders, requests and all other terms of the contract. Affiant further states that (s)he is duly authorized agent of the contractor for the purpose of certifying the facts pertaining to the giving of things of value to government personnel in order to procure the contract or obtain payment; that (s)he is fully aware of the facts and circumstances surrounding the making of the contract and has been personally and directly involved in the proceedings leading to the procurement of the contract and the filing of this claim; and, neither the contractor nor anyone subject to the contractor's direction or control has been paid, given or donated or agreed to pay, give or donate to any officer or employee of the State of Oklahoma any money or other thing of value, either directly or |
indirectly, in procuring the contract or obtaining payment. The affiant further certifies that all laborers, mechanics, apprentices and trainees employed by him/her or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. |
Affiant hereby agrees that Contractor will accept this estimate as full compensation for all money due Contractor by the Department of Transportation, and hereby relinquish all claims, either in contract or in tort, which have arisen or which might arise out of the construction of said project. That to the best of my knowledge and belief, all indebtedness for labor, materials, fuel, equipment, equipment rental, parts, supplies, insurance premiums, and claims for items not specifically mentioned, which are attributable to performance of the work on this project or which were incorporated therein in any manner, have been paid in full, and that there are not now any presently outstanding, unpaid claims for such indebtedness; that my position with the company is such, that if there were any such outstanding claims of the nature specified herein, I would ordinarily be aware of them. |
Further affiant sayeth not. |
PLAINS BRIDGE CONTR./TREAS CONST./UNITED GENERAL CONTR.,INC. |
_________________________________________________ |
Affiant Signature |
_________________________________________________ |
Affiant Printed Name |
PE Seal |
_________________________________________________ |
Affiant Company Position |
Subscribed and sworn to before me this ______ day of ____________, 20____ |
My Commission Number: ____________ My Commission Expires: ______________ |
_________________________________________________ |
_________________________________________________ |
Professional Engineer Signature |
Oklahoma Department of Transportation |
Corporate Seal |
Notary Seal |
Contract ID: | 090662 | Estimate Number: | 0046 | Contract No: | 510850 | |||
Residency: | CRAIG & KEITHLINE, INC. (08007) | Estimate Type: | Final | Account No: | 400800 | |||
Project Number(s): | STP-157A(066)IG, STP-157A(067)IG | ||||||||||||
Primary Job Piece No: | 22146(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, BRIDGE AND TRAFFIC SIGNALS GILCREASE EXPRESSWAY: FROM NORTH 41ST WEST AVENUE TO L.L. TISDALE PARKWAY. PROJECT LENGTH = 0.749 MILES. | ||||||||||||
Primary County: | OSAGE | ||||||||||||
Name of Road: | GILCREASE EXPRESSWAY | ||||||||||||
Prime Contractor: | PLAINS BRIDGE CONTR./TREAS CONST./UNITED GENERAL CONTR.,INC. | ||||||||||||
1105 FIRST PLACE BLVD. | |||||||||||||
YUKON , OK 73099 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 12/17/2009 | NTP Effective Date: | 03/01/2010 | Pay Period: | 03/01/2016 TO 04/15/2016 |
Date Awarded: | 01/11/2010 | Date Work Began: | 03/01/2010 | Original Contract Time: | 420 |
Date Contract Executed: | 01/22/2010 | Date Time Stopped: | 12/04/2015 | Current Time Charged: | 2105.00 |
Date NTP Issued: | 02/02/2010 | Completion Date: | 12/04/2015 | Current Time Allowed: | 2094.00 |
General Liability Expires: | 04/15/2013 | Workman's Comp Expires: | 06/30/2013 | Percent Time Used: | 100.53 % |
Specification Year: | 1999 | ||||
Bid Amount: | $13,091,185.86 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $13,250,854.68 | Participating: | $13,225,931.22 | $13,225,931.22 | $0.00 | ||
Percent Complete: | 99.92 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $10,166.24 | Total Earnings: | $13,225,931.22 | $13,225,931.22 | $0.00 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $13,225,931.22 | $13,225,931.22 | $0.00 | ||||
Other Adjustments: | $36,757.22 | $36,757.22 | $0.00 | ||||
Liq Dam/Disincentive: | $-22,000.00 | $-22,000.00 | $0.00 | ||||
TOTAL: | $13,240,688.44 | $13,240,688.44 | $0.00 |
Contract ID: | 090662 | Estimate Number: | 0046 | Primary JP: | 22146(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Adds Warning Lights (Type A) to the contract. | Approved | 08/04/2010 | 0.0 | $8,100.00 |
002 | Pay items associated with Revision of Plan Sheet 63 | Approved | 10/03/2011 | 30.0 | $57,219.82 |
003 | Boring a portion of Str. S-61 under oil production lines | Approved | 10/03/2011 | 30.0 | $52,063.00 |
004 | Retaining wall for Oil Well No. 4 | Approved | 08/11/2011 | 15.0 | $17,300.00 |
005 | Requests additional funding for overrunning existing item. | Approved | 01/04/2016 | 0.0 | $24,986.00 |
006 | Changes ride spec. on Osage Road | Approved | 10/15/2012 | 0.0 | $0.00 |
007 | Final Quantity Change Order | Approved | 04/25/2016 | 0.0 | $-24,923.48 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
22146(04) | 0017 | Chain link fence fabric & hardware | Stockpiled Material Initial Payment | 0006 | $103,218.80 |
22146(04) | 0017 | Chain link fence fabric & hardware | Stockpiled Material Adjustment | 0033 | $-28,518.80 |
22146(04) | 0017 | Chain link fence fabric & hardware | Stockpiled Material Adjustment | 0034 | $-9,428.80 |
22146(04) | 0017 | Chain link fence fabric & hardware | Stockpiled Material Adjustment | 0021 | $-12,408.50 |
22146(04) | 0017 | Chain link fence fabric & hardware | Stockpiled Material Closure | 0037 | $-22,119.50 |
22146(04) | 0017 | Chain link fence fabric & hardware | Stockpiled Material Adjustment | 0017 | $-8,466.00 |
22146(04) | 0017 | Chain link fence fabric & hardware | Stockpiled Material Adjustment | 0032 | $-18,957.20 |
22146(04) | 0017 | Chain link fence fabric & hardware | Stockpiled Material Adjustment | 0025 | $-3,320.00 |
22146(04) | 0034 | Bridge A Reinforcing Steel | Stockpiled Material Initial Payment | 0010 | $52,483.80 |
22146(04) | 0034 | Bridge A Reinforcing Steel | Stockpiled Material Initial Payment | 0008 | $52,483.80 |
22146(04) | 0034 | Bridge A Reinforcing Steel | Stockpiled Material Adjustment | 0008 | $-26,233.55 |
22146(04) | 0034 | Bridge A Reinforcing Steel | Stockpiled Material Closure | 0009 | $-26,250.25 |
22146(04) | 0034 | Bridge A Reinforcing Steel | Stockpiled Material Adjustment | 0010 | $-52,483.80 |
22146(04) | 0034 | Reinforcing Steel Bridge "A" | Stockpiled Material Closure | 0010 | $-44,853.64 |
22146(04) | 0034 | Reinforcing Steel Bridge "A" | Stockpiled Material Adjustment | 0009 | $-20,878.34 |
22146(04) | 0034 | Reinforcing Steel Bridge "A" | Stockpiled Material Initial Payment | 0009 | $65,731.98 |
22146(04) | 0034 | north Br. A Resteel | Stockpiled Material Initial Payment | 0010 | $38,781.99 |
22146(04) | 0034 | north Br. A Resteel | Stockpiled Material Adjustment | 0010 | $-38,781.99 |
22146(04) | 0034 | Br. 'A' Walls, Deck, Ftg. Resteel | Stockpiled Material Closure | 0012 | $-78,497.25 |
22146(04) | 0034 | Br. 'A' Walls, Deck, Ftg. Resteel | Stockpiled Material Initial Payment | 0011 | $114,223.46 |
22146(04) | 0034 | Br. 'A' Walls, Deck, Ftg. Resteel | Stockpiled Material Adjustment | 0011 | $-35,726.21 |
22146(04) | 0034 | Br. A Reinf. Stl. | Stockpiled Material Closure | 0012 | $0.00 |
22146(04) | 0034 | Aug. Invoices Resteel Br. A | Stockpiled Material Adjustment | 0012 | $-33,532.75 |
22146(04) | 0034 | Aug. Invoices Resteel Br. A | Stockpiled Material Closure | 0013 | $-59,289.58 |
22146(04) | 0034 | Aug. Invoices Resteel Br. A | Stockpiled Material Initial Payment | 0012 | $92,822.33 |
22146(04) | 0034 | Deck Br. A Resteel | Stockpiled Material Initial Payment | 0013 | $83,314.39 |
22146(04) | 0034 | Deck Br. A Resteel | Stockpiled Material Adjustment | 0013 | $-34,855.43 |
22146(04) | 0034 | Deck Br. A Resteel | Stockpiled Material Adjustment | 0014 | $-30,592.13 |
22146(04) | 0034 | Deck Br. A Resteel | Stockpiled Material Closure | 0016 | $-9,070.82 |
22146(04) | 0034 | Deck Br. A Resteel | Stockpiled Material Adjustment | 0015 | $-8,796.01 |
22146(04) | 0042 | Bridge "B" reinforcing steel | Stockpiled Material Closure | 0009 | $-37,403.27 |
22146(04) | 0042 | Bridge "B" reinforcing steel | Stockpiled Material Adjustment | 0008 | $-46,593.51 |
22146(04) | 0042 | Bridge "B" reinforcing steel | Stockpiled Material Adjustment | 0007 | $-21,015.71 |
22146(04) | 0042 | Bridge "B" reinforcing steel | Stockpiled Material Initial Payment | 0006 | $137,298.47 |
22146(04) | 0042 | Bridge "B" reinforcing steel | Stockpiled Material Adjustment | 0006 | $-32,285.98 |
22146(04) | 0042 | Reinforcing Steel Bridge "B" | Stockpiled Material Initial Payment | 0009 | $74,775.92 |
22146(04) | 0042 | Reinforcing Steel Bridge "B" | Stockpiled Material Adjustment | 0009 | $-29,495.54 |
22146(04) | 0042 | Reinforcing Steel Bridge "B" | Stockpiled Material Adjustment | 0010 | $-45,280.38 |
22146(04) | 0042 | Reinforcing Steel Br. "A" | Stockpiled Material Closure | 0009 | $0.00 |
22146(05) | 0009 | Stockpiled Material Initial Payment | 0027 | $186,240.00 | |
22146(05) | 0009 | Stockpiled Material Adjustment | 0037 | $-42,282.50 | |
22146(05) | 0009 | Stockpiled Material Adjustment | 0038 | $-9,113.92 | |
22146(05) | 0009 | Stockpiled Material Adjustment | 0036 | $-58,284.39 | |
22146(05) | 0009 | Stockpiled Material Adjustment | 0035 | $-24,807.75 | |
22146(05) | 0009 | Stockpiled Material Adjustment | 0034 | $-25,084.20 | |
22146(05) | 0009 | Stockpiled Material Adjustment | 0033 | $-26,667.24 | |
22146(05) | 0018 | separator fabric | Stockpiled Material Initial Payment | 0035 | $15,217.10 |
22146(05) | 0018 | separator fabric | Stockpiled Material Adjustment | 0035 | $-9,152.30 |
22146(05) | 0018 | separator fabric | Stockpiled Material Adjustment | 0036 | $-6,064.80 |
22146(05) | 0067 | 30" RCP | Stockpiled Material Initial Payment | 0013 | $4,860.00 |
22146(05) | 0067 | 30" RCP | Stockpiled Material Adjustment | 0014 | $-4,860.00 |
22146(05) | 0068 | 36" RCP | Stockpiled Material Adjustment | 0033 | $-156.60 |
22146(05) | 0068 | 36" RCP | Stockpiled Material Adjustment | 0029 | $-5,011.20 |
22146(05) | 0068 | 36" RCP | Stockpiled Material Initial Payment | 0029 | $5,011.20 |
22146(05) | 0068 | 36" RCP | Stockpiled Material Adjustment | 0031 | $-4,854.60 |
22146(05) | 0068 | 36" RCP | Stockpiled Material Initial Payment | 0030 | $5,011.20 |
22146(05) | 0069 | 42" RCP | Stockpiled Material Closure | 0035 | $-16,893.76 |
22146(05) | 0069 | 42" RCP | Stockpiled Material Initial Payment | 0030 | $16,893.76 |
22146(05) | 0069 | 42" RCP | Stockpiled Material Initial Payment | 0029 | $16,893.76 |
22146(05) | 0069 | 42" RCP | Stockpiled Material Adjustment | 0029 | $-16,893.76 |
22146(05) | 0070 | 48" RCP | Stockpiled Material Initial Payment | 0030 | $4,336.64 |
22146(05) | 0070 | 48" RCP | Stockpiled Material Initial Payment | 0029 | $4,336.64 |
22146(05) | 0070 | 48" RCP | Stockpiled Material Adjustment | 0029 | $-4,336.64 |
22146(05) | 0070 | 48" RCP | Stockpiled Material Closure | 0035 | $-4,336.64 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0034 | --13 | $2,000.00 | $-26,000.00 |
System Application of Liquidated Damages | 0036 | --8.0 | $2,000.00 | $-16,000.00 |
System Application of Liquidated Damages | 0037 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0038 | -36.0 | $2,000.00 | $72,000.00 |
System Application of Liquidated Damages | 0040 | --11 | $2,000.00 | $-22,000.00 | Subtotals For Liquidated Damages | $-22,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Smoothness Deduction | 0044 | $-2,633.72 | Subtotals For Contract Adjustments | $-2,633.72 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
22146(05) | 0002 | UNCLASSIFIED EXCAVATION | * Missing Material Certification | 0035 | 0.00 | $0.00 | $-10,000.00 |
22146(05) | 0002 | UNCLASSIFIED EXCAVATION | * Missing Material Certification | 0036 | 0.00 | $0.00 | $10,000.00 |
22146(04) | 0019 | MANHOLE (4' DIAMETER) | * Material Discrepancy Adjustments | 0008 | -3.00 | $1,836.00 | $-5,508.00 |
22146(04) | 0019 | MANHOLE (4' DIAMETER) | * Material Discrepancy Adjustments | 0009 | 3.00 | $1,836.00 | $5,508.00 |
22146(04) | 0020 | MANHOLE (5' DIAMETER) | * Material Discrepancy Adjustments | 0008 | -1.00 | $3,570.00 | $-3,570.00 |
22146(04) | 0020 | MANHOLE (5' DIAMETER) | * Material Discrepancy Adjustments | 0009 | 1.00 | $3,570.00 | $3,570.00 |
22146(05) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0039 | 4,318.00 | $6.65 | $28,749.46 |
22146(05) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0044 | -18.96 | $-0.88 | $16.74 |
22146(04) | 0021 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | * Material Discrepancy Adjustments | 0008 | -42.00 | $204.00 | $-8,568.00 |
22146(04) | 0021 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | * Material Discrepancy Adjustments | 0009 | 42.00 | $204.00 | $8,568.00 |
22146(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0039 | 1,420.43 | $7.60 | $10,808.34 |
22146(04) | 0022 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | * Material Discrepancy Adjustments | 0008 | -13.00 | $357.00 | $-4,641.00 |
22146(04) | 0022 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | * Material Discrepancy Adjustments | 0009 | 13.00 | $357.00 | $4,641.00 |
22146(04) | 0033 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0024 | 0.00 | $0.00 | $-183.60 | Subtotals For Line Item Adjustments | $39,390.94 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
No milestones exist for this contract. |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 090662 | Estimate Number: | 0046 | Primary JP: | 22146(04) | |||
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: STP-157A(066)IG | Project: 22146(04) | Category: 0100/ROADWAY STP-157A(066)IG | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $15,810.00 | $0.00 | $15,810.00 | |
0002 | TEMPORARY BALE BARRIER | 222 2801 | LF | 704.000 | 108.000 | 108.000 | $9.13 | $0.00 | $986.04 | |
0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,776.000 | 3,776.000 | 3,776.000 | $1.83 | $0.00 | $6,910.08 | |
0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 43,024.000 | 55,879.360 | 55,879.360 | $1.15 | $0.00 | $64,261.26 | |
0005 | MULCH SODDING | 230(B) 2807 | SY | 14,203.000 | 0.000 | 0.000 | $1.15 | $0.00 | $0.00 | |
0006 | SEEDING METHOD B | 232(B) 2814 | AC | 8.190 | 0.000 | 0.000 | $599.98 | $0.00 | $0.00 | |
0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 5.250 | 0.000 | 0.000 | $457.98 | $0.00 | $0.00 | |
0008 | MOWING | 241 2832 | AC | 18.000 | 0.000 | 0.000 | $49.98 | $0.00 | $0.00 | |
0009 | TRAFFIC BOUND SURFACE COURSE TYPE C | 403(C) 0221 | TON | 777.000 | 739.430 | 739.430 | $15.85 | $0.00 | $11,719.96 | |
0010 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $12,240.00 | $0.00 | $12,240.00 | |
0011 | REMOVAL OF FENCE | 619(B) 4725 | LF | 9,999.000 | 9,700.000 | 9,700.000 | $0.51 | $0.00 | $4,947.00 | |
0012 | (SP)REMOVAL OF OIL WELL EQUIPMENT | 619(B) 8700 | LSUM | 1.000 | 1.000 | 1.000 | $5,100.00 | $0.00 | $5,100.00 | |
0013 | (SP)OIL WELL PLUGGING GROUT | 619(B) 8705 | CY | 60.000 | 28.960 | 28.960 | $204.00 | $0.00 | $5,907.84 | |
0014 | (SP)PLUG OIL WELL | 619(B) 8710 | EA | 6.000 | 6.000 | 6.000 | $6,528.00 | $0.00 | $39,168.00 | |
0015 | FENCE-STYLE WWF | 624(A) 4281 | LF | 121.000 | 0.000 | 0.000 | $8.21 | $0.00 | $0.00 | |
0016 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 21,996.000 | 20,642.000 | 20,642.000 | $2.86 | $0.00 | $59,036.12 | |
0017 | FENCE-STYLE CLF (6'HIGH, CLASS A) | 624(D) 4292 | LF | 12,436.000 | 10,697.000 | 10,697.000 | $19.99 | $0.00 | $213,833.03 | |
Subtotals For Category 0100/ROADWAY STP-157A(066)IG | $0.00 | $439,919.33 | ||||||||
Fed/State Project Number: STP-157A(066)IG | Project: 22146(04) | Category: 0101/SANITARY SEWER STP-157A(066)IG | ||||||||
0018 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 9,579.000 | 22,110.660 | 22,110.660 | $8.16 | $0.00 | $180,422.99 | |
0019 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 4.000 | 4.000 | 4.000 | $1,836.00 | $0.00 | $7,344.00 | |
0020 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 6.000 | 6.000 | 6.000 | $3,570.00 | $0.00 | $21,420.00 | |
0021 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 48.000 | 47.730 | 47.730 | $204.00 | $0.00 | $9,736.92 | |
0022 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 88.000 | 87.910 | 87.910 | $357.00 | $0.00 | $31,383.87 | |
0023 | 24" WELDED STEEL CONDUIT (TRENCHED) | 616 0190 | LF | 1,082.000 | 1,082.000 | 1,082.000 | $102.00 | $0.00 | $110,364.00 | |
0024 | 30" WELDED STEEL CONDUIT (TRENCHED) | 616 0192 | LF | 972.000 | 972.000 | 972.000 | $153.00 | $0.00 | $148,716.00 | |
0025 | 12" DUCTILE IRON PIPE | 616(A) 5124 | LF | 1,109.000 | 1,109.000 | 1,109.000 | $102.00 | $0.00 | $113,118.00 | |
0026 | 16" DUCTILE IRON PIPE | 616(A) 5894 | LF | 2,172.000 | 2,172.000 | 2,172.000 | $142.80 | $0.00 | $310,161.60 | |
0027 | REMOVAL OF MANHOLES | 619(B) 4742 | EA | 9.000 | 10.000 | 10.000 | $510.00 | $0.00 | $5,100.00 | |
0028 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 2,934.000 | 2,934.000 | 2,934.000 | $10.20 | $0.00 | $29,926.80 | |
Subtotals For Category 0101/SANITARY SEWER STP-157A(066)IG | $0.00 | $967,694.18 | ||||||||
Fed/State Project Number: STP-157A(066)IG | Project: 22146(04) | Category: 0200/BRIDGE 'A' STP-157A(066)IG | ||||||||
0029 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 64,721.000 | 60,933.190 | 60,933.190 | $3.06 | $0.00 | $186,455.56 | |
0030 | UNCLASSIFIED BORROW | 202(C) 1302 | CY | 2,000.000 | 0.000 | 0.000 | $0.51 | $0.00 | $0.00 | |
0031 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 1,760.000 | 1,760.000 | 1,760.000 | $15.30 | $0.00 | $26,928.00 | |
0032 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 1,057.000 | 960.400 | 960.400 | $10.20 | $0.00 | $9,796.08 | |
0033 | CLASS AA CONCRETE | 509(A) 1326 | CY | 4,044.000 | 4,037.090 | 4,037.090 | $244.80 | $0.00 | $988,279.64 | |
0034 | REINFORCING STEEL | 511(A) 1332 | LB | 853,775.000 | 853,830.550 | 853,830.550 | $0.71 | $0.00 | $606,219.69 | |
0035 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 678.000 | 512.240 | 512.240 | $28.56 | $0.00 | $14,629.57 | |
0036 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 216.000 | 204.690 | 204.690 | $24.48 | $0.00 | $5,010.81 | |
Subtotals For Category 0200/BRIDGE 'A' STP-157A(066)IG | $0.00 | $1,837,319.35 | ||||||||
Fed/State Project Number: STP-157A(066)IG | Project: 22146(04) | Category: 0210/BRIDGE 'B' STP-157A(066)IG | ||||||||
0037 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 4,402.000 | 5,383.580 | 5,383.580 | $3.06 | $0.00 | $16,473.77 | |
0038 | UNCLASSIFIED BORROW | 202(C) 1302 | CY | 2,000.000 | 0.000 | 0.000 | $0.51 | $0.00 | $0.00 | |
0039 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 2,031.000 | 2,031.000 | 2,031.000 | $6.12 | $0.00 | $12,429.73 | |
0040 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 442.000 | 408.950 | 408.950 | $23.46 | $0.00 | $9,593.97 | |
0041 | CLASS AA CONCRETE | 509(A) 1326 | CY | 4,593.000 | 4,584.350 | 4,584.350 | $255.00 | $0.00 | $1,169,009.25 | |
0042 | REINFORCING STEEL | 511(A) 1332 | LB | 752,128.000 | 752,189.470 | 752,189.470 | $0.68 | $0.00 | $511,488.83 | |
0043 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 483.000 | 465.630 | 465.630 | $28.56 | $0.00 | $13,298.39 | |
0044 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 154.000 | 144.690 | 144.690 | $23.72 | $0.00 | $3,432.05 | |
Subtotals For Category 0210/BRIDGE 'B' STP-157A(066)IG | $0.00 | $1,735,725.99 | ||||||||
Fed/State Project Number: STP-157A(066)IG | Project: 22146(04) | Category: 0300/TRAFFIC CONTROL STP-157A(066)IG | ||||||||
0045 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 360.000 | 360.000 | 360.000 | $2.04 | $0.00 | $734.40 | |
Subtotals For Category 0300/TRAFFIC CONTROL STP-157A(066)IG | $0.00 | $734.40 | ||||||||
Fed/State Project Number: STP-157A(066)IG | Project: 22146(04) | Category: 0301/SIGNING STP-157A(066)IG | ||||||||
0046 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 109.000 | 61.000 | 61.000 | $5.10 | $0.00 | $311.10 | |
0047 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 180.000 | 105.000 | 105.000 | $5.10 | $0.00 | $535.50 | |
0048 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 15.000 | 5.000 | 5.000 | $15.30 | $0.00 | $76.50 | |
0049 | (PL)REMOVE & RESET LIGHT POLE | 890A/B 8744 | EA | 2.000 | 0.000 | 0.000 | $2,040.00 | $0.00 | $0.00 | |
Subtotals For Category 0301/SIGNING STP-157A(066)IG | $0.00 | $923.10 | ||||||||
Fed/State Project Number: STP-157A(066)IG | Project: 22146(04) | Category: 0302/TRAFFIC SIGNAL STP-157A(066)IG | ||||||||
0050 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 405.000 | 405.000 | 405.000 | $11.99 | $0.00 | $4,855.95 | |
0051 | (PL)HDPE CONDUIT BORED | 802(B) 8550 | LF | 615.000 | 615.000 | 615.000 | $21.93 | $0.00 | $13,486.95 | |
0052 | PULL BOX(SIZE I) | 803 8065 | EA | 3.000 | 3.000 | 3.000 | $637.50 | $0.00 | $1,912.50 | |
0053 | PULL BOX(SIZE II) | 803 8066 | EA | 1.000 | 1.000 | 1.000 | $800.70 | $0.00 | $800.70 | |
0054 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 25.130 | 34.440 | 34.440 | $408.00 | $0.00 | $14,051.52 | |
0055 | REINFORCING STEEL | 804(B) 2916 | LB | 3,492.000 | 5,815.800 | 5,815.800 | $1.38 | $0.00 | $8,025.80 | |
0056 | POLE & 55'T.S.MST.ARM(G.STL.) | 806(A) 8738 | EA | 4.000 | 4.000 | 4.000 | $8,976.00 | $0.00 | $35,904.00 | |
0057 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $1,397.40 | $0.00 | $1,397.40 | |
0058 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 585.000 | 585.000 | 585.000 | $1.89 | $0.00 | $1,105.65 | |
0059 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 800.000 | 0.000 | 0.000 | $1.02 | $0.00 | $0.00 | |
0060 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 1,500.000 | 1,500.000 | 1,500.000 | $0.87 | $0.00 | $1,305.00 | |
0061 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 1.000 | 1.000 | 1.000 | $18,727.20 | $0.00 | $18,727.20 | |
0062 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $30,090.00 | $0.00 | $30,090.00 | |
0063 | 1WAY 3SEC. ADJ. SIG. HD. S-10 | 831 8262 | EA | 8.000 | 8.000 | 8.000 | $622.20 | $0.00 | $4,977.60 | |
0064 | 1WAY 3SEC. ADJ. SIG. HD. S-11 | 831 8270 | EA | 4.000 | 4.000 | 4.000 | $663.00 | $0.00 | $2,652.00 | |
0065 | 5/C TRAF.SIG.ELECT.CABLE | 834(A) 8207 | LF | 920.000 | 920.000 | 920.000 | $1.17 | $0.00 | $1,076.40 | |
0066 | 7/C TRAF.SIG.ELECT.CABLE | 834(A) 8208 | LF | 940.000 | 940.000 | 940.000 | $1.43 | $0.00 | $1,344.20 | |
0067 | 21/C TRAF.SIG.EL.CABLE | 834(A) 8213 | LF | 800.000 | 800.000 | 800.000 | $3.88 | $0.00 | $3,104.00 | |
0068 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 920.000 | 920.000 | 920.000 | $1.02 | $0.00 | $938.40 | |
0069 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 92.000 | 92.000 | 92.000 | $32.65 | $0.00 | $3,003.80 | |
Subtotals For Category 0302/TRAFFIC SIGNAL STP-157A(066)IG | $0.00 | $148,759.07 | ||||||||
Subtotals For Project STP-157A(066)IG /22146(04) | $0.00 | $5,131,075.42 |
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: STP-157A(067)IG | Project: 22146(05) | Category: 0100/ROADWAY STP-157A(067)IG | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $77,000.00 | $0.00 | $77,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,463,591.000 | 1,451,725.620 | 1,451,725.620 | $3.32 | $0.00 | $4,819,729.06 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 15,000.000 | 0.000 | 0.000 | $0.51 | $0.00 | $0.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $96,900.00 | $0.00 | $96,900.00 | |
0005 | OBLITERATING ABANDONED ROAD | 210 0121 | STA | 16.000 | 16.000 | 16.000 | $408.00 | $0.00 | $6,528.00 | |
0006 | TEMPORARY BALE BARRIER | 222 2801 | LF | 216.000 | 870.000 | 870.000 | $9.13 | $0.00 | $7,943.10 | |
0007 | TEMPORARY SILT FENCE | 223 2801 | LF | 21,312.000 | 5,977.000 | 5,977.000 | $1.83 | $0.00 | $10,937.91 | |
0008 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 40.000 | 36.000 | 36.000 | $86.70 | $0.00 | $3,121.20 | |
0009 | NYLON EROSION CONTROL MAT | 228 4170 | SY | 64,407.000 | 71,541.110 | 71,541.110 | $4.03 | $0.00 | $288,310.67 | |
0010 | SOLID SLAB SODDING | 230(A) 2806 | SY | 14,800.000 | 335,920.880 | 335,920.880 | $1.15 | $0.00 | $386,309.02 | |
0011 | MULCH SODDING | 230(B) 2807 | SY | 215,435.000 | 0.000 | 0.000 | $1.15 | $0.00 | $0.00 | |
0012 | SEEDING METHOD A | 232(A) 2813 | AC | 14.000 | 0.000 | 0.000 | $300.90 | $0.00 | $0.00 | |
0013 | SEEDING METHOD B | 232(B) 2814 | AC | 45.000 | 0.000 | 0.000 | $559.98 | $0.00 | $0.00 | |
0014 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 45.000 | 0.000 | 0.000 | $457.98 | $0.00 | $0.00 | |
0015 | MOWING | 241 2832 | AC | 134.000 | 44.990 | 44.990 | $49.98 | $0.00 | $2,248.60 | |
0016 | AGGREGATE BASE | 303 0192 | CY | 6,211.000 | 5,492.450 | 5,492.450 | $29.26 | $0.00 | $160,709.07 | |
0017 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 3,614.000 | 4,500.380 | 4,500.380 | $1.12 | $0.00 | $5,040.43 | |
0018 | SEPARATOR FABRIC | 325 5271 | SY | 21,447.000 | 20,493.130 | 20,493.130 | $1.33 | $0.00 | $27,255.86 | |
0019 | PRIME COAT | 408 5774 | GAL | 6,289.000 | 4,150.990 | 4,150.990 | $5.20 | $0.00 | $21,585.14 | |
0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 5,631.000 | 4,299.040 | 4,299.040 | $50.62 | $0.00 | $217,617.40 | |
0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 1,609.000 | 1,420.430 | 1,420.430 | $59.30 | $0.00 | $84,231.50 | |
0022 | CLSM BACKFILL | 501(G) 6309 | CY | 25.000 | 0.000 | 0.000 | $122.40 | $0.00 | $0.00 | |
0023 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 31.000 | 41.800 | 41.800 | $612.00 | $0.00 | $25,581.60 | |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 132.000 | 468.700 | 468.700 | $204.00 | $0.00 | $95,614.80 | |
0025 | REINFORCING STEEL | 511(A) 0332 | LB | 5,570.000 | 6,595.600 | 6,595.600 | $1.53 | $0.00 | $10,091.27 | |
0026 | TYPE I-A PLAIN RIPRAP | 601A-1 0536 | TON | 143.000 | 112.520 | 112.520 | $28.56 | $0.00 | $3,213.57 | |
0027 | TYPE I-A FILTER BLANKET | 601A-2 0538 | TON | 49.000 | 25.990 | 25.990 | $23.46 | $0.00 | $609.73 | |
0028 | COMBINED CURB & GUTTER (8" BARRIER) | 609(B) 0384 | LF | 6,845.000 | 6,566.000 | 6,566.000 | $16.39 | $0.00 | $107,616.74 | |
0029 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 1.000 | 1.000 | 1.000 | $2,467.38 | $0.00 | $2,467.38 | |
0030 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 2.000 | 2.000 | 2.000 | $3,215.04 | $0.00 | $6,430.08 | |
0031 | MANHOLE (8' DIA.METER) | 611(A) 2661 | EA | 1.000 | 1.000 | 1.000 | $5,157.12 | $0.00 | $5,157.12 | |
0032 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 3.000 | 2.130 | 2.130 | $510.00 | $0.00 | $1,086.30 | |
0033 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 15.000 | 14.150 | 14.150 | $510.00 | $0.00 | $7,216.50 | |
0034 | ADD'L.DEPTH IN MANHOLE (8' DIAMETER) | 611(B) 2684 | VF | 7.000 | 6.940 | 6.940 | $612.00 | $0.00 | $4,247.28 | |
0035 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 26.000 | 26.000 | 26.000 | $357.00 | $0.00 | $9,282.00 | |
0036 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 13.000 | 13.000 | 13.000 | $1,701.36 | $0.00 | $22,117.68 | |
0037 | INLET CICI DES. 3 (STD) | 611(E) 5120 | EA | 13.000 | 13.000 | 13.000 | $2,907.00 | $0.00 | $37,791.00 | |
0038 | INLET CICI DES. 3 (D) | 611(E) 5122 | EA | 5.000 | 4.000 | 4.000 | $3,508.80 | $0.00 | $14,035.20 | |
0039 | INLET CICI DES. 3 (B-D) | 611(E) 5124 | EA | 1.000 | 2.000 | 2.000 | $3,570.00 | $0.00 | $7,140.00 | |
0040 | INLET GPI TYPE 2 (DES. 9) | 611(E) 5335 | EA | 4.000 | 4.000 | 4.000 | $3,060.00 | $0.00 | $12,240.00 | |
0041 | INLET CDI RCB DES. 1 | 611(E) 5387 | EA | 2.000 | 2.000 | 2.000 | $2,550.00 | $0.00 | $5,100.00 | |
0042 | INLET CDI RCB DES. 6 | 611(E) 5392 | EA | 1.000 | 1.000 | 1.000 | $3,060.00 | $0.00 | $3,060.00 | |
0043 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5872 | EA | 4.000 | 4.000 | 4.000 | $3,876.00 | $0.00 | $15,504.00 | |
0044 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3 | 611(E) 5882 | EA | 2.000 | 2.000 | 2.000 | $5,304.00 | $0.00 | $10,608.00 | |
0045 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5886 | EA | 1.000 | 1.000 | 1.000 | $5,457.00 | $0.00 | $5,457.00 | |
0046 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3(B-D) | 611(E) 5891 | EA | 1.000 | 1.000 | 1.000 | $7,854.00 | $0.00 | $7,854.00 | |
0047 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5972 | EA | 5.000 | 5.000 | 5.000 | $3,060.00 | $0.00 | $15,300.00 | |
0048 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3 | 611(E) 5982 | EA | 7.000 | 7.000 | 7.000 | $3,264.00 | $0.00 | $22,848.00 | |
0049 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5986 | EA | 3.000 | 3.000 | 3.000 | $4,488.00 | $0.00 | $13,464.00 | |
0050 | INLET (SMD-TYPE 2B) | 611(E) 6006 | EA | 3.000 | 4.000 | 4.000 | $1,428.00 | $0.00 | $5,712.00 | |
0051 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 11.000 | 10.170 | 10.170 | $392.70 | $0.00 | $3,993.76 | |
0052 | INLET CICI DES. 3 (ADD'L DEPTH) | 611(F) 5330 | VF | 16.000 | 15.040 | 15.040 | $428.40 | $0.00 | $6,443.13 | |
0053 | INLET GPI TYPE 2 (ADD'L DEPTH) | 611(F) 5375 | VF | 1.000 | 0.430 | 0.430 | $408.00 | $0.00 | $175.44 | |
0054 | INLET CDI RCB DES. 1,(ADD'L DEPTH) | 611(F) 5536 | VF | 9.000 | 8.160 | 8.160 | $408.00 | $0.00 | $3,329.28 | |
0055 | INLET CDI RCB DES. 6,(ADD'L DEPTH) | 611(F) 5541 | VF | 1.000 | 0.080 | 0.080 | $408.00 | $0.00 | $32.64 | |
0056 | INLET W/LJB,CICI-JB-1,DES.2(B,ADD'L DEPTH) | 611(F) 5872 | VF | 25.000 | 24.440 | 24.440 | $459.00 | $0.00 | $11,217.96 | |
0057 | INLET W/LJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5882 | VF | 8.000 | 7.270 | 7.270 | $765.00 | $0.00 | $5,561.55 | |
0058 | INLET W/LJB,CICI-JB-1,DES.3(D,ADD'L DEPTH) | 611(F) 5886 | VF | 2.000 | 1.590 | 1.590 | $836.40 | $0.00 | $1,329.88 | |
0059 | INLET W/LJB,CICI-JB-1,DES.3(B-D,ADD'L DEPTH) | 611(F) 5890 | VF | 3.000 | 2.330 | 2.330 | $892.50 | $0.00 | $2,079.53 | |
0060 | INLET W/SJB,CICI-JB-1,DES.2(B,ADD'L DEPTH) | 611(F) 5972 | VF | 21.000 | 20.040 | 20.040 | $408.00 | $0.00 | $8,176.32 | |
0061 | INLET W/SJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5982 | VF | 16.000 | 15.060 | 15.060 | $591.60 | $0.00 | $8,909.50 | |
0062 | INLET W/SJB,CICI-JB-1,DES.3(D,ADD'L DEPTH) | 611(F) 5986 | VF | 7.000 | 6.100 | 6.100 | $510.00 | $0.00 | $3,111.00 | |
0063 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 112.000 | 104.000 | 104.000 | $387.60 | $0.00 | $40,310.40 | |
0064 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 154.000 | 156.000 | 156.000 | $193.80 | $0.00 | $30,232.80 | |
0065 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 2,533.000 | 2,622.000 | 2,622.000 | $26.67 | $0.00 | $69,928.74 | |
0066 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 825.000 | 825.000 | 825.000 | $37.57 | $0.00 | $30,995.25 | |
0067 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 983.000 | 999.000 | 999.000 | $51.22 | $0.00 | $51,168.78 | |
0068 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 1,159.000 | 1,061.000 | 1,061.000 | $81.93 | $0.00 | $86,927.73 | |
0069 | 42" R.C.PIPE CLASS III | 613(B) 0495 | LF | 832.000 | 834.000 | 834.000 | $108.14 | $0.00 | $90,188.76 | |
0070 | 48" R.C.PIPE CLASS III | 613(B) 0496 | LF | 652.000 | 657.000 | 657.000 | $139.77 | $0.00 | $91,828.89 | |
0071 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 5.000 | 6.000 | 6.000 | $344.17 | $0.00 | $2,065.02 | |
0072 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 1.000 | 1.000 | 1.000 | $433.64 | $0.00 | $433.64 | |
0073 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 2.000 | 2.000 | 2.000 | $535.55 | $0.00 | $1,071.10 | |
0074 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5734 | EA | 2.000 | 2.000 | 2.000 | $707.56 | $0.00 | $1,415.12 | |
0075 | 42" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5736 | EA | 1.000 | 1.000 | 1.000 | $908.77 | $0.00 | $908.77 | |
0076 | 48" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5738 | EA | 1.000 | 1.000 | 1.000 | $1,055.07 | $0.00 | $1,055.07 | |
0077 | 24" WELDED STEEL CONDUIT (TRENCHED) | 616 0190 | LF | 170.000 | 170.000 | 170.000 | $102.00 | $0.00 | $17,340.00 | |
0078 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $30,600.00 | $0.00 | $30,600.00 | |
0079 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 4,667.000 | 4,938.060 | 4,938.060 | $1.28 | $0.00 | $6,320.72 | |
0080 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 216.000 | 216.000 | 216.000 | $0.51 | $0.00 | $110.16 | |
0081 | (SP)REMOVAL OF OIL WELL EQUIPMENT | 619(B) 8700 | LSUM | 1.000 | 1.000 | 1.000 | $5,100.00 | $0.00 | $5,100.00 | |
0082 | (SP)OIL WELL PLUGGING GROUT | 619(B) 8705 | CY | 60.000 | 15.150 | 15.150 | $204.00 | $0.00 | $3,090.60 | |
0083 | (SP)PLUG OIL WELL | 619(B) 8710 | EA | 6.000 | 2.000 | 2.000 | $6,528.00 | $0.00 | $13,056.00 | |
0084 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 3,150.000 | 4,160.810 | 4,160.810 | $8.16 | $0.00 | $33,952.21 | |
0085 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 653(B) 5916 | LF | 1,050.000 | 0.000 | 0.000 | $8.16 | $0.00 | $0.00 | |
8002 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 1.000 | $8,902.58 | $0.00 | $8,902.58 | |
8003 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 0.000 | 195.110 | 195.110 | $25.00 | $0.00 | $4,877.75 | |
8004 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 0.000 | 12.180 | 12.180 | $50.00 | $0.00 | $609.00 | |
8005 | CLASS AA CONCRETE | 509(A) 0319 | CY | 0.000 | 21.500 | 21.500 | $700.00 | $0.00 | $15,050.00 | |
8006 | REINFORCING STEEL | 511(A) 0332 | LB | 0.000 | 2,340.000 | 2,340.000 | $2.00 | $0.00 | $4,680.00 | |
8007 | TYPE D4 SLOPED CONCRETE END SECTION | 613(MM) 7503 | EA | 0.000 | 2.000 | 2.000 | $6,820.00 | $0.00 | $13,640.00 | |
8008 | (PL)36" STEEL CASING | 616(I) 5273 | LF | 0.000 | 100.000 | 100.000 | $602.56 | $0.00 | $60,256.00 | |
8009 | CLEARING AND GRUBBING | 201 0102 | LSUM | 0.000 | 1.000 | 1.000 | $8,349.50 | $0.00 | $8,349.50 | |
Subtotals For Category 0100/ROADWAY STP-157A(067)IG | $0.00 | $7,471,136.79 | ||||||||
Fed/State Project Number: STP-157A(067)IG | Project: 22146(05) | Category: 0300/TRAFFIC CONTROL STP-157A(067)IG | ||||||||
0086 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 2,700.000 | 7,891.000 | 7,891.000 | $0.10 | $0.00 | $789.10 | |
0087 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,620.000 | 11,555.000 | 11,555.000 | $1.53 | $0.00 | $17,679.15 | |
0088 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 1,800.000 | 14,938.000 | 14,938.000 | $2.04 | $0.00 | $30,473.52 | |
0089 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,720.000 | 7,910.000 | 7,910.000 | $0.51 | $0.00 | $4,034.10 | |
0090 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 4,020.000 | 33,781.000 | 33,781.000 | $0.36 | $0.00 | $12,161.16 | |
8001 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 0.000 | 32,457.000 | 32,457.000 | $0.45 | $0.00 | $14,605.65 | |
Subtotals For Category 0300/TRAFFIC CONTROL STP-157A(067)IG | $0.00 | $79,742.68 | ||||||||
Fed/State Project Number: STP-157A(067)IG | Project: 22146(05) | Category: 0301/SIGNING AND STRIPING STP-157A(067)IG | ||||||||
0091 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 18.000 | 18.000 | 18.000 | $12.24 | $0.00 | $220.32 | |
0092 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 17.000 | 17.000 | 17.000 | $5.10 | $0.00 | $86.70 | |
0093 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 12,610.000 | 15,997.000 | 15,997.000 | $0.61 | $0.00 | $9,758.17 | |
Subtotals For Category 0301/SIGNING AND STRIPING STP-157A(067)IG | $0.00 | $10,065.19 | ||||||||
Fed/State Project Number: STP-157A(067)IG | Project: 22146(05) | Category: 0302/LIGHTING STP-157A(067)IG | ||||||||
0094 | (PL)REMOVE & RESET LIGHT POLE | 890A/B 8744 | EA | 2.000 | 0.000 | 0.000 | $4,080.00 | $0.00 | $0.00 | |
Subtotals For Category 0302/LIGHTING STP-157A(067)IG | $0.00 | $0.00 | ||||||||
Fed/State Project Number: STP-157A(067)IG | Project: 22146(05) | Category: 0600/STAKING STP-157A(067)IG | ||||||||
0095 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $47,940.00 | $0.00 | $47,940.00 | |
Subtotals For Category 0600/STAKING STP-157A(067)IG | $0.00 | $47,940.00 | ||||||||
Fed/State Project Number: STP-157A(067)IG | Project: 22146(05) | Category: 0640/CONSTRUCTION STP-157A(067)IG | ||||||||
0096 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $15,300.00 | $0.00 | $15,300.00 | |
0097 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $8,160.00 | $0.00 | $8,160.00 | |
0098 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $462,511.13 | $0.00 | $462,511.14 | |
0099 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 0.000 | 0.000 | $3,000.00 | $0.00 | $0.00 | |
Subtotals For Category 0640/CONSTRUCTION STP-157A(067)IG | $0.00 | $485,971.14 | ||||||||
Subtotals For Project STP-157A(067)IG /22146(05) | $0.00 | $8,094,855.80 |