| Contract ID: | 080371 | Estimate Number: | 0023 , Final | Spec Year: | 1999 | |||
| Primary JP: | 22980(04) | Residency: | DUNCAN (07100) | Contract No: | 410746 | |||
| Date Created: | 10/22/2013 | Contractor FEI: | 730799069 | Account No: | 400700 |
| Project Number(s): | STP-169B(117)UR, SSP-169A(129)SS | ||||||||
| Contract Description: | GRADE, DRAIN, SURFACE AND TRAFFIC SIGNALS CITY STREET (ELK AVENUE): FROM THE DUNCAN BYPASS TO CHISHOLM TRAIL PARKWAY. US-81: DUNCAN BYPASS AT ELK AVENUE. PROJECT LENGTH = 1.204 MILES. | ||||||||
| Primary County: | STEPHENS | ||||||||
| Name of Road: | CITY STREET | ||||||||
| Prime Contractor: | T & G CONSTRUCTION, INC. | Time Charged: | 618.00 | ||||||
| 800 S. E. 1ST STREET | Time Allowed: | 547.00 | |||||||
| LAWTON , OK 73501 | Percent Time: | 112.98 % | |||||||
| Paid To Date: | $2,589,241.80 | Payable This Statement: | $4,368.95 |
| 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. |
| T & G CONSTRUCTION, 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: | 080371 | Estimate Number: | 0023 | Contract No: | 410746 | |||
| Residency: | DUNCAN (07100) | Estimate Type: | Final | Account No: | 400700 | |||
| Project Number(s): | STP-169B(117)UR, SSP-169A(129)SS | ||||||||||||
| Primary Job Piece No: | 22980(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE AND TRAFFIC SIGNALS CITY STREET (ELK AVENUE): FROM THE DUNCAN BYPASS TO CHISHOLM TRAIL PARKWAY. US-81: DUNCAN BYPASS AT ELK AVENUE. PROJECT LENGTH = 1.204 MILES. | ||||||||||||
| Primary County: | STEPHENS | ||||||||||||
| Name of Road: | CITY STREET | ||||||||||||
| Prime Contractor: | T & G CONSTRUCTION, INC. | ||||||||||||
| 800 S. E. 1ST STREET | |||||||||||||
| LAWTON , OK 73501 | |||||||||||||
| Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
| Date Let: | 11/20/2008 | NTP Effective Date: | 04/06/2009 | Pay Period: | 12/15/2010 TO 10/15/2013 |
| Date Awarded: | 12/08/2008 | Date Work Began: | 04/06/2009 | Original Contract Time: | 240 |
| Date Contract Executed: | 12/19/2008 | Date Time Stopped: | 12/14/2010 | Current Time Charged: | 618.00 |
| Date NTP Issued: | 12/31/2008 | Completion Date: | 12/14/2010 | Current Time Allowed: | 547.00 |
| General Liability Expires: | 10/01/2014 | Workman's Comp Expires: | 10/01/2014 | Percent Time Used: | 112.98 % |
| Specification Year: | 1999 | ||||
| Current Contract Amount: | $2,673,926.81 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $2,724,129.58 | Participating: | $2,673,943.58 | $2,669,574.63 | $4,368.95 | ||
| Percent Complete: | 96.83 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $84,685.01 | Total Earnings: | $2,673,943.58 | $2,669,574.63 | $4,368.95 | ||
| Unearned Balance: | $134,887.78 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
| Gross Earnings: | $2,673,943.58 | $2,669,574.63 | $4,368.95 | ||||
| Other Adjustments: | $-31,451.78 | $-31,451.78 | $0.00 | ||||
| Liq Dam/Disincentive: | $-53,250.00 | $-53,250.00 | $0.00 | ||||
| TOTAL: | $2,589,241.80 | $2,584,872.85 | $4,368.95 | ||||
| Contract ID: | 080371 | Estimate Number: | 0023 | Primary JP: | 22980(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 002 | Finalizing Contract Item Quantities | Approved | 10/15/2013 | 0.0 | $-50,202.77 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 22980(04) | 0013 | STR-CV/DR (AML) | Stockpiled Material Initial Payment | 0012 | $7,659.76 |
| 22980(04) | 0013 | STR-CV/DR (AML) | Stockpiled Material Adjustment | 0014 | $-7,659.76 |
| 22980(04) | 0014 | STR-CV/DR (AML) | Stockpiled Material Adjustment | 0014 | $-8,537.26 |
| 22980(04) | 0014 | STR-CV/DR (AML) | Stockpiled Material Initial Payment | 0012 | $8,537.26 |
| 22980(04) | 0015 | STR-CV/DR (AML) | Stockpiled Material Adjustment | 0019 | $-5,334.58 |
| 22980(04) | 0015 | STR-CV/DR (AML) | Stockpiled Material Initial Payment | 0012 | $5,334.58 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0015 | --10 | $750.00 | $-7,500.00 |
| System Application of Liquidated Damages | 0016 | --12 | $750.00 | $-9,000.00 |
| System Application of Liquidated Damages | 0017 | --15 | $750.00 | $-11,250.00 |
| System Application of Liquidated Damages | 0018 | --12 | $750.00 | $-9,000.00 |
| System Application of Liquidated Damages | 0019 | --15 | $750.00 | $-11,250.00 |
| System Application of Liquidated Damages | 0020 | --7.0 | $750.00 | $-5,250.00 | Subtotals For Liquidated Damages | $-53,250.00 |
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 24153(04) | 0012 | (SP)LIME | * Material Discrepancy Adjustments | 0007 | 0.00 | $0.00 | $-320.08 |
| 24153(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | * SUBSTANDARD ITEM | 0012 | 0.00 | $0.00 | $627.99 |
| 24153(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $-5,722.88 |
| 24153(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $-1,537.40 |
| 24153(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | * SUBSTANDARD ITEM | 0022 | 0.00 | $0.00 | $-1,255.98 |
| 24153(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $-4,418.16 |
| 24153(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $-1,194.31 |
| 24153(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * SUBSTANDARD ITEM | 0013 | 0.00 | $0.00 | $-3,185.89 |
| 24153(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $-4,708.04 |
| 24153(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $-1,338.35 |
| 24153(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0022 | -0.35 | $-7.41 | $2.60 |
| 24153(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * Material Discrepancy Adjustments | 0022 | 0.00 | $0.00 | $-371.69 |
| 22980(04) | 0026 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * ROADWAY DENSITY | 0012 | 0.00 | $0.00 | $1,071.20 |
| 22980(04) | 0026 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * Material Discrepancy Adjustments | 0022 | 0.00 | $0.00 | $-2,142.40 |
| 22980(04) | 0027 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * TEST CODE | 0009 | 0.00 | $0.00 | $-1,896.06 |
| 22980(04) | 0027 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0009 | 0.00 | $0.00 | $-4,388.38 |
| 22980(04) | 0030 | 6" CONCRETE DRIVEWAY (H.E.S.) | * SUBSTANDARD ITEM | 0018 | 0.00 | $0.00 | $-673.95 |
| 22980(04) | 0044 | REINFORCING STEEL | * Material Discrepancy Adjustments | 0010 | 0.00 | $0.00 | $2,384.67 |
| 22980(04) | 0044 | REINFORCING STEEL | * Material Discrepancy Adjustments | 0017 | 0.00 | $0.00 | $-2,384.67 | Subtotals For Line Item Adjustments | $-31,451.78 | * = 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: | 080371 | Estimate Number: | 0023 | Primary JP: | 22980(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-169B(117)UR | Project: 22980(04) | Category: 0100/ROADWAY STP-169B(117)UR | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
| 0002 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
| 0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 300.000 | 0.000 | 0.000 | $2.40 | $0.00 | $0.00 | |
| 0004 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 12.000 | 0.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
| 0005 | SOLID SLAB SODDING | 230(A) 2806 | SY | 4,500.000 | 11,951.110 | 11,951.110 | $3.20 | $0.00 | $38,243.55 | |
| 0006 | (SP)FLY ASH | 327(A) 4200 | TON | 1,092.000 | 948.950 | 948.950 | $70.00 | $0.00 | $66,426.50 | |
| 0007 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 25,292.000 | 24,204.020 | 24,204.020 | $5.00 | $0.00 | $121,020.10 | |
| 0008 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 612.000 | 474.990 | 474.990 | $25.50 | $0.00 | $12,112.25 | |
| 0009 | CLASS C CONCRETE | 509(D) 0325 | CY | 75.000 | 74.640 | 74.640 | $270.00 | $0.00 | $20,152.80 | |
| 0010 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 10.000 | 10.990 | 10.990 | $55.00 | $0.00 | $604.45 | |
| 0011 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 3.000 | 3.000 | 3.000 | $4,368.00 | $0.00 | $13,104.00 | |
| 0012 | INLET CICI DES. 2 (D) | 611(E) 5115 | EA | 2.000 | 2.000 | 2.000 | $5,865.00 | $0.00 | $11,730.00 | |
| 0013 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5972 | EA | 3.000 | 3.000 | 3.000 | $7,604.00 | $0.00 | $22,812.00 | |
| 0014 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(D) | 611(E) 5974 | EA | 3.000 | 3.000 | 3.000 | $7,763.00 | $0.00 | $23,289.00 | |
| 0015 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5986 | EA | 1.000 | 1.000 | 1.000 | $11,089.00 | $0.00 | $11,089.00 | |
| 0016 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 306.000 | 306.000 | 306.000 | $58.35 | $0.00 | $17,855.10 | |
| 0017 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 1,475.000 | 1,471.000 | 1,471.000 | $30.00 | $0.00 | $44,130.00 | |
| 0018 | 15" CORR. GALV. STEEL PIPE | 613(D) 5717 | LF | 150.000 | 50.000 | 50.000 | $25.00 | $0.00 | $1,250.00 | |
| 0019 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 2.000 | 2.000 | 2.000 | $700.00 | $0.00 | $1,400.00 | |
| 0020 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 375.000 | 0.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
| 0021 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 125.000 | 0.000 | 0.000 | $14.00 | $0.00 | $0.00 | |
| 0022 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 1,375.000 | 931.000 | 931.000 | $5.95 | $0.00 | $5,539.45 | |
| Subtotals For Category 0100/ROADWAY STP-169B(117)UR | $0.00 | $460,758.20 | ||||||||
| Fed/State Project Number: STP-169B(117)UR | Project: 22980(04) | Category: 0110/ASPHALT OPTION STP-169B(117)UR | ||||||||
| 0023 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 10,504.000 | 10,504.000 | 10,504.000 | $10.00 | $0.00 | $105,040.00 | |
| 0024 | TACK COAT | 407 0250 | GAL | 2,378.000 | 1,740.000 | 1,740.000 | $3.00 | $0.00 | $5,220.00 | |
| 0025 | PRIME COAT | 408 5774 | GAL | 3,727.000 | 4,039.420 | 4,039.420 | $8.00 | $0.00 | $32,315.36 | |
| 0026 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 4,862.000 | 4,547.100 | 4,547.100 | $92.00 | $0.00 | $418,333.20 | |
| 0027 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 4,494.000 | 4,569.010 | 4,569.010 | $88.00 | $0.00 | $402,072.88 | |
| 0028 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 2,438.000 | 2,864.110 | 2,864.110 | $97.00 | $0.00 | $277,818.67 | |
| 0029 | 1'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1513 | LF | 7,485.000 | 7,478.000 | 7,478.000 | $13.00 | $0.00 | $97,214.00 | |
| 0030 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 614.180 | 881.270 | 881.270 | $38.00 | $0.00 | $33,488.26 | |
| Subtotals For Category 0110/ASPHALT OPTION STP-169B(117)UR | $0.00 | $1,371,502.37 | ||||||||
| Fed/State Project Number: STP-169B(117)UR | Project: 22980(04) | Category: 0300/TRAFFIC STP-169(117)UR | ||||||||
| 0038 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 120.000 | 48.000 | 48.000 | $4.20 | $0.00 | $201.60 | |
| 0039 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 280.000 | 257.000 | 257.000 | $21.00 | $0.00 | $5,397.00 | |
| 0040 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 70.000 | 46.000 | 46.000 | $4.80 | $0.00 | $220.80 | |
| 0041 | PULL BOX(SIZE I) | 803 8065 | EA | 3.000 | 3.000 | 3.000 | $260.00 | $0.00 | $780.00 | |
| 0042 | PULL BOX(SIZE II) | 803 8066 | EA | 1.000 | 1.000 | 1.000 | $290.00 | $0.00 | $290.00 | |
| 0043 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 10.900 | 10.900 | 10.900 | $570.00 | $0.00 | $6,213.00 | |
| 0044 | REINFORCING STEEL | 804(B) 2916 | LB | 1,644.600 | 1,644.600 | 1,644.600 | $1.45 | $0.00 | $2,384.67 | |
| 0045 | POLE & 25' TS MST.ARM(G.STL.) | 806(A) 8726 | EA | 1.000 | 1.000 | 1.000 | $3,518.00 | $0.00 | $3,518.00 | |
| 0046 | POLE & 30' TS MST.ARM(G.STL.) | 806(A) 8728 | EA | 1.000 | 1.000 | 1.000 | $3,898.00 | $0.00 | $3,898.00 | |
| 0047 | POLE & 40' TS MST.ARM(G.STL.) | 806(A) 8732 | EA | 2.000 | 2.000 | 2.000 | $5,378.00 | $0.00 | $10,756.00 | |
| 0048 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $1,569.00 | $0.00 | $1,569.00 | |
| 0049 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 200.000 | 88.000 | 88.000 | $1.70 | $0.00 | $149.60 | |
| 0050 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 1.000 | 1.000 | 1.000 | $9,443.00 | $0.00 | $9,443.00 | |
| 0051 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $21,143.00 | $0.00 | $21,143.00 | |
| 0052 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 8.000 | 8.000 | 8.000 | $522.00 | $0.00 | $4,176.00 | |
| 0053 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 2.000 | 2.000 | 2.000 | $484.00 | $0.00 | $968.00 | |
| 0054 | BACKPLATE | 833 3030 | EA | 10.000 | 10.000 | 10.000 | $81.00 | $0.00 | $810.00 | |
| 0055 | 5/C TRAF.SIG.ELECT.CABLE | 834(A) 8207 | LF | 833.000 | 818.000 | 818.000 | $1.10 | $0.00 | $899.80 | |
| 0056 | 9/C TRAF.SIG.EL.CABLE | 834(A) 8209 | LF | 352.000 | 275.000 | 275.000 | $1.65 | $0.00 | $453.75 | |
| 0057 | (PL)E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 4.000 | 4.000 | 4.000 | $610.00 | $0.00 | $2,440.00 | |
| 0058 | (PL)E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 685.000 | 536.000 | 536.000 | $0.90 | $0.00 | $482.40 | |
| 0059 | (PL)E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 2.000 | 2.000 | 2.000 | $1,570.00 | $0.00 | $3,140.00 | |
| 0060 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 35.610 | 29.360 | 29.360 | $17.00 | $0.00 | $499.12 | |
| 0061 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 61.500 | 61.500 | 61.500 | $25.00 | $0.00 | $1,537.50 | |
| 0062 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 72.000 | 60.000 | 60.000 | $19.00 | $0.00 | $1,140.00 | |
| 0063 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 13,385.000 | 12,142.000 | 12,142.000 | $1.30 | $0.00 | $15,784.60 | |
| 0064 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 4.000 | 10.000 | 10.000 | $100.00 | $0.00 | $1,000.00 | |
| 0065 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 2.000 | 2.000 | 2.000 | $135.00 | $0.00 | $270.00 | |
| 0066 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $17,890.00 | $0.00 | $17,890.00 | |
| 0067 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 4.000 | 4.000 | 4.000 | $50.00 | $0.00 | $200.00 | |
| Subtotals For Category 0300/TRAFFIC STP-169(117)UR | $0.00 | $117,654.84 | ||||||||
| Fed/State Project Number: STP-169B(117)UR | Project: 22980(04) | Category: 0600/STAKING STP-169B(117)UR | ||||||||
| 0068 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $23,950.00 | $0.00 | $23,950.00 | |
| Subtotals For Category 0600/STAKING STP-169B(117)UR | $0.00 | $23,950.00 | ||||||||
| Fed/State Project Number: STP-169B(117)UR | Project: 22980(04) | Category: 0640/CONSTRUCTION STP-169B(117)UR | ||||||||
| 0069 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.500 | 1.000 | $15,000.00 | $7,500.00 | $15,000.00 |
| 0070 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $85,000.00 | $0.00 | $85,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION STP-169B(117)UR | $7,500.00 | $100,000.00 | ||||||||
| Subtotals For Project STP-169B(117)UR /22980(04) | $7,500.00 | $2,073,865.41 | ||||||||
| 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: SSP-169A(129)SS | Project: 24153(04) | Category: 0100/ROADWAY SSP-169A(129)SS | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 0.000 | 0.000 | $15,000.00 | $0.00 | $0.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,572.000 | 1,572.000 | 1,572.000 | $10.00 | $0.00 | $15,720.00 | |
| 0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 500.000 | 500.000 | 500.000 | $25.00 | $0.00 | $12,500.00 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
| 0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 500.000 | 0.000 | 0.000 | $2.40 | $0.00 | $0.00 | |
| 0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 56.000 | 0.000 | 0.000 | $9.20 | $0.00 | $0.00 | |
| 0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 2,712.000 | 0.000 | 0.000 | $3.20 | $0.00 | $0.00 | |
| 0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 2.080 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 0009 | MOWING | 241 2832 | AC | 35.000 | 0.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
| 0010 | AGGREGATE BASE | 303 0192 | CY | 978.000 | 971.400 | -114.220 | 971.740 | $49.30 | $-5,631.05 | $47,906.77 |
| 0011 | SEPARATOR FABRIC | 325 5271 | SY | 7,147.000 | 6,773.410 | 6,773.410 | $2.25 | $0.00 | $15,240.18 | |
| 0012 | (SP)LIME | 327(D) 4230 | TON | 89.000 | 65.220 | 65.220 | $200.00 | $0.00 | $13,044.00 | |
| 0013 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 6,587.000 | 5,425.740 | 5,425.740 | $4.50 | $0.00 | $24,415.84 | |
| 0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 402.000 | 409.160 | 409.160 | $49.30 | $0.00 | $20,171.59 | |
| 0015 | TACK COAT | 407 0250 | GAL | 614.000 | 435.000 | 435.000 | $4.00 | $0.00 | $1,740.00 | |
| 0016 | PRIME COAT | 408 5774 | GAL | 2,261.000 | 1,888.940 | 1,888.940 | $8.00 | $0.00 | $15,111.52 | |
| 0017 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | 411(S2) 5930 | TON | 1,195.000 | 1,123.010 | 1,123.010 | $90.00 | $0.00 | $101,070.90 | |
| 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 874.000 | 828.200 | 828.200 | $115.00 | $0.00 | $95,243.00 | |
| 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 785.000 | 786.350 | 786.350 | $135.00 | $0.00 | $106,157.25 | |
| 0020 | COLD MILLING PAVEMENT | 417 5267 | SY | 2,339.000 | 2,362.020 | 2,362.020 | $6.00 | $0.00 | $14,172.12 | |
| 0021 | CLASS A CONCRETE | 509(B) 0321 | CY | 6.000 | 5.040 | 5.040 | $400.00 | $0.00 | $2,016.00 | |
| 0022 | 1'-8" COMB. CURB & GUTTER (4" MNTBLE) | 609(B) 1500 | LF | 124.000 | 124.000 | 124.000 | $18.00 | $0.00 | $2,232.00 | |
| 0023 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 683.000 | 681.680 | 681.680 | $10.00 | $0.00 | $6,816.80 | |
| 0024 | SAWING PAVEMENT | 619(C) 0924 | LF | 2,939.000 | 2,959.000 | 2,959.000 | $5.00 | $0.00 | $14,795.00 | |
| Subtotals For Category 0100/ROADWAY SSP-169A(129)SS | $-5,631.05 | $509,852.97 | ||||||||
| Fed/State Project Number: SSP-169A(129)SS | Project: 24153(04) | Category: 0300/TRAFFIC CONTROL SSP-169A(129)SS | ||||||||
| 0025 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 25.000 | 25.000 | 25.000 | $17.50 | $0.00 | $437.50 | |
| 0026 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 54.000 | 54.000 | 54.000 | $25.00 | $0.00 | $1,350.00 | |
| 0027 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 14,500.000 | 5,012.000 | 5,012.000 | $0.50 | $0.00 | $2,506.00 | |
| 0028 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 8.000 | 0.000 | 0.000 | $90.00 | $0.00 | $0.00 | |
| 0029 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 4.000 | 0.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
| 0030 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 12,000.000 | 0.000 | 0.000 | $0.10 | $0.00 | $0.00 | |
| 0031 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 2,400.000 | 0.000 | 0.000 | $0.55 | $0.00 | $0.00 | |
| 0032 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 6,000.000 | 0.000 | 0.000 | $0.25 | $0.00 | $0.00 | |
| 0033 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 1,440.000 | 0.000 | 0.000 | $0.50 | $0.00 | $0.00 | |
| 0034 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 360.000 | 2,785.000 | 2,785.000 | $2.00 | $0.00 | $5,570.00 | |
| 0035 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 900.000 | 3,105.000 | 3,105.000 | $2.50 | $0.00 | $7,762.50 | |
| 0036 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,440.000 | 208.000 | 208.000 | $1.15 | $0.00 | $239.20 | |
| 0037 | VERTICAL PANELS | 880(D) 8854 | SD | 4,860.000 | 0.000 | 0.000 | $0.35 | $0.00 | $0.00 | |
| 0038 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 3,600.000 | 2,964.000 | 2,964.000 | $0.20 | $0.00 | $592.80 | |
| 0039 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 11,700.000 | 3,760.000 | 3,760.000 | $0.11 | $0.00 | $413.60 | |
| 0040 | DRUMS | 880(F) 8878 | SD | 6,840.000 | 3,760.000 | 3,760.000 | $0.36 | $0.00 | $1,353.60 | |
| 0041 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 180.000 | 0.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
| Subtotals For Category 0300/TRAFFIC CONTROL SSP-169A(129)SS | $0.00 | $20,225.20 | ||||||||
| Fed/State Project Number: SSP-169A(129)SS | Project: 24153(04) | Category: 0600/STAKING SSP-169A(129)SS | ||||||||
| 0042 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
| Subtotals For Category 0600/STAKING SSP-169A(129)SS | $0.00 | $20,000.00 | ||||||||
| Fed/State Project Number: SSP-169A(129)SS | Project: 24153(04) | Category: 0640/CONSTRUCTION SSP-169A(129)SS | ||||||||
| 0043 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $10,000.00 | $2,500.00 | $10,000.00 |
| 0044 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION SSP-169A(129)SS | $2,500.00 | $50,000.00 | ||||||||
| Subtotals For Project SSP-169A(129)SS /24153(04) | $-3,131.05 | $600,078.17 | ||||||||