| Contract ID: | 090002 | Estimate Number: | 0018 , Final | Spec Year: | 1999 | |||
| Primary JP: | 24372(05) | Residency: | CLINTON (05100) | Contract No: | 411149 | |||
| Date Created: | 12/08/2011 | Contractor FEI: | 730626847 | Account No: | 400500 |
| Project Number(s): | IM-STIM(024) | ||||||||
| Contract Description: | RESURFACE (ASPHALT) I-40: BEGIN AT MILE MARKER 25, EXTEND NORTHEAST TO MILE MARKER 33. PROJECT LENGTH = 7.93 MILES. | ||||||||
| Primary County: | BECKHAM | ||||||||
| Name of Road: | I-40 | ||||||||
| Prime Contractor: | THE CUMMINS CONSTRUCTION CO., INC. | Time Charged: | 536.00 | ||||||
| P. O. BOX 748 | Time Allowed: | 632.00 | |||||||
| ENID , OK 73702 | Percent Time: | 84.81 % | |||||||
| Paid To Date: | $14,441,757.53 | Payable This Statement: | $131,976.97 |
| 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. |
| THE CUMMINS CONSTRUCTION CO., 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: | 090002 | Estimate Number: | 0018 | Contract No: | 411149 | |||
| Residency: | CLINTON (05100) | Estimate Type: | Final | Account No: | 400500 | |||
| Project Number(s): | IM-STIM(024) | ||||||||||||
| Primary Job Piece No: | 24372(05) | ||||||||||||
| Contract Description: | RESURFACE (ASPHALT) I-40: BEGIN AT MILE MARKER 25, EXTEND NORTHEAST TO MILE MARKER 33. PROJECT LENGTH = 7.93 MILES. | ||||||||||||
| Primary County: | BECKHAM | ||||||||||||
| Name of Road: | I-40 | ||||||||||||
| Prime Contractor: | THE CUMMINS CONSTRUCTION CO., INC. | ||||||||||||
| P. O. BOX 748 | |||||||||||||
| ENID , OK 73702 | |||||||||||||
| Surety Company: | HARTFORD ACCIDENT & INDEMNITY COMPANY | ||||||||||||
| Date Let: | 03/24/2009 | NTP Effective Date: | 04/27/2009 | Pay Period: | 07/01/2010 TO 10/14/2010 |
| Date Awarded: | 03/30/2009 | Date Work Began: | 05/01/2009 | Original Contract Time: | 270 |
| Date Contract Executed: | 04/13/2009 | Date Time Stopped: | 10/14/2010 | Current Time Charged: | 536.00 |
| Date NTP Issued: | 04/14/2009 | Completion Date: | 10/14/2010 | Current Time Allowed: | 632.00 |
| General Liability Expires: | 09/01/2012 | Workman's Comp Expires: | 01/01/2012 | Percent Time Used: | 84.81 % |
| Specification Year: | 1999 | ||||
| Current Contract Amount: | $14,401,468.82 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $14,083,370.82 | Participating: | $14,134,550.36 | $14,002,573.05 | $131,977.31 | ||
| Percent Complete: | 100 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $-40,288.71 | Non ARRA: | $266,918.59 | $266,918.59 | $0.00 | ||
| Unearned Balance: | $-358,386.71 | Total Earnings: | $14,401,468.95 | $14,269,491.64 | $131,977.31 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $14,401,468.95 | $14,269,491.64 | $131,977.31 | ||||
| Other Adjustments: | $40,288.58 | $40,288.92 | $-0.34 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $14,441,757.53 | $14,309,780.56 | $131,976.97 | ||||
| Contract ID: | 090002 | Estimate Number: | 0018 | Primary JP: | 24372(05) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Replacing special provision 108-STIM01(a-f) 99 | Approved | 05/21/2009 | 0.0 | $0.00 |
| 002 | Low Concrete Strength Br. D | Approved | 10/28/2009 | 0.0 | $-860.20 |
| 003 | Smoothness / Early Compl. Incentive | Approved | 07/07/2010 | 0.0 | $359,924.59 |
| 004 | Final Qty. Change Order | Approved | 11/16/2011 | 0.0 | $-40,966.39 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 24372(05) | 0014 | ASCO MIX-S37628OK | Stockpiled Material Adjustment | 0005 | $-276,960.36 |
| 24372(05) | 0014 | ASCO MIX-S37628OK | Stockpiled Material Initial Payment | 0003 | $558,251.15 |
| 24372(05) | 0014 | ASCO MIX-S37628OK | Stockpiled Material Adjustment | 0006 | $-281,290.79 |
| 24372(05) | 0015 | ASCO MIX-S36422OK | Stockpiled Material Initial Payment | 0003 | $32,704.10 |
| 24372(05) | 0015 | ASCO MIX-S36422OK | Stockpiled Material Adjustment | 0004 | $-32,704.10 |
| 24372(05) | 0016 | ASCO MIX-S47628OK | Stockpiled Material Initial Payment | 0003 | $94,729.66 |
| 24372(05) | 0016 | ASCO MIX-S47628OK | Stockpiled Material Adjustment | 0007 | $-23,044.37 |
| 24372(05) | 0016 | ASCO MIX-S47628OK | Stockpiled Material Adjustment | 0008 | $-71,685.29 |
| 24372(05) | 0017 | ASCO MIX-S46422OK | Stockpiled Material Adjustment | 0004 | $-32,147.71 |
| 24372(05) | 0017 | ASCO MIX-S46422OK | Stockpiled Material Initial Payment | 0003 | $32,147.71 |
| 24372(05) | 0024 | Stockpiled Material Initial Payment | 0006 | $33,928.12 | |
| 24372(05) | 0024 | Stockpiled Material Adjustment | 0009 | $-4,128.95 | |
| 24372(05) | 0024 | Stockpiled Material Adjustment | 0013 | $-5,658.80 | |
| 24372(05) | 0024 | Stockpiled Material Adjustment | 0012 | $-23,009.43 | |
| 24372(05) | 0024 | Stockpiled Material Adjustment | 0011 | $-1,130.94 | |
| 24372(05) | 0025 | Stockpiled Material Adjustment | 0009 | $-1,480.00 | |
| 24372(05) | 0025 | Stockpiled Material Adjustment | 0012 | $-3,700.00 | |
| 24372(05) | 0025 | Stockpiled Material Initial Payment | 0006 | $8,880.00 | |
| 24372(05) | 0025 | Stockpiled Material Adjustment | 0013 | $-3,700.00 | |
| 24372(05) | 0026 | Stockpiled Material Initial Payment | 0006 | $1,759.98 | |
| 24372(05) | 0026 | Stockpiled Material Adjustment | 0011 | $-293.33 | |
| 24372(05) | 0026 | Stockpiled Material Closure | 0014 | $-586.66 | |
| 24372(05) | 0026 | Stockpiled Material Adjustment | 0012 | $-586.66 | |
| 24372(05) | 0026 | Stockpiled Material Adjustment | 0013 | $-293.33 | |
| 24372(05) | 0027 | Stockpiled Material Adjustment | 0013 | $-5,740.00 | |
| 24372(05) | 0027 | Stockpiled Material Adjustment | 0009 | $-2,870.00 | |
| 24372(05) | 0027 | Stockpiled Material Initial Payment | 0006 | $20,090.00 | |
| 24372(05) | 0027 | Stockpiled Material Adjustment | 0011 | $-1,435.00 | |
| 24372(05) | 0027 | Stockpiled Material Adjustment | 0012 | $-10,045.00 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | |||||||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
| No liquidated damages have been assessed on this contract. | |||||||||
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| Milestone Adjust. (Prog. Est. Only) | 0016 | $173,780.62 |
| Milestone Adjust. (Prog. Est. Only) | 0017 | $-173,780.62 |
| Round Error Correction (Final Est. Only) | 0018 | $-0.34 | Subtotals For Contract Adjustments | $-0.34 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 24372(05) | 0011 | (SP)PERMEABLE FRICTION COURSE | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $2,541.15 |
| 24372(05) | 0011 | (SP)PERMEABLE FRICTION COURSE | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $3,922.10 |
| 24372(05) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $3,201.82 |
| 24372(05) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $1,110.85 |
| 24372(05) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $674.62 |
| 24372(05) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $367.79 |
| 24372(05) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $7,774.27 |
| 24372(05) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $146.43 |
| 24372(05) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $298.89 |
| 24372(05) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $723.84 |
| 24372(05) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0008 | 0.00 | $0.00 | $3,716.85 |
| 24372(05) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $4,565.10 |
| 24372(05) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $3,425.52 |
| 24372(05) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $1,631.62 |
| 24372(05) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $1,128.60 |
| 24372(05) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * Material Discrepancy Adjustments | 0016 | 266,918.59 | $1.00 | $266,918.59 |
| 24372(05) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * Material Discrepancy Adjustments | 0017 | -266,918.59 | $1.00 | $-266,918.59 |
| 24372(05) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0001 | 0.00 | $0.00 | $69.99 |
| 24372(05) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $77.13 |
| 24372(05) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $3,808.17 |
| 24372(05) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $713.23 |
| 24372(05) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $390.95 |
| 24372(05) | 0053 | COLLECTION & HANDLING OF WASTE | * Material Discrepancy Adjustments | 0007 | -0.50 | $1,553.00 | $-776.50 |
| 24372(05) | 0053 | COLLECTION & HANDLING OF WASTE | * Material Discrepancy Adjustments | 0016 | 0.50 | $1,553.00 | $776.50 | Subtotals For Line Item Adjustments | $40,288.92 | * = User applied Line Item Adjustments |
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
| 01 | TIME 'B' BID | 270.00 | 198.00 | $5,000.00 | $0.00 | ||||
| Contract ID: | 090002 | Estimate Number: | 0018 | Primary JP: | 24372(05) | |||
| 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: IM-STIM(024) | Project: 24372(05) | Category: 0100/ROADWAY IM-STIM(024) | ||||||||
| 0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,667.000 | 1,667.000 | 1,667.000 | $6.40 | $0.00 | $10,668.80 | |
| 0002 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 10,505.000 | 22,786.300 | 0.000 | 22,786.300 | $5.30 | $0.00 | $120,767.39 |
| 0003 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $54,500.00 | $0.00 | $54,500.00 | |
| 0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 2,200.000 | 4,238.000 | 4,238.000 | $2.25 | $0.00 | $9,535.50 | |
| 0005 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 30.000 | 0.000 | 0.000 | $186.35 | $0.00 | $0.00 | |
| 0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 293,867.000 | 186,120.900 | -591.100 | 186,120.900 | $1.40 | $-827.54 | $260,569.27 |
| 0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 61.000 | 0.000 | 0.000 | $157.85 | $0.00 | $0.00 | |
| 0008 | MOWING | 241 2832 | AC | 61.000 | 98.610 | 98.610 | $103.50 | $0.00 | $10,206.14 | |
| 0009 | (SP)FLY ASH | 327(A) 4200 | TON | 676.000 | 357.970 | 0.070 | 357.970 | $64.75 | $4.53 | $23,178.55 |
| 0010 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 12,518.440 | 5,541.390 | 5,541.390 | $4.15 | $0.00 | $22,996.77 | |
| 0011 | (SP)PERMEABLE FRICTION COURSE | 406 5200 | TON | 20,513.940 | 17,013.040 | 0.000 | 17,013.040 | $78.45 | $0.00 | $1,334,672.98 |
| 0012 | TACK COAT | 407 0250 | GAL | 73,451.910 | 65,537.500 | 65,537.500 | $2.70 | $0.00 | $176,951.25 | |
| 0013 | PRIME COAT | 408 5774 | GAL | 2,628.870 | 0.000 | 0.000 | $5.05 | $0.00 | $0.00 | |
| 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 61,163.290 | 49,469.720 | 49,469.720 | $58.50 | $0.00 | $2,893,978.65 | |
| 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 30,039.670 | 34,755.630 | 34,755.630 | $51.45 | $0.00 | $1,788,177.17 | |
| 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 33,833.340 | 35,918.960 | 35,918.960 | $63.05 | $0.00 | $2,264,690.42 | |
| 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 11,477.500 | 20,190.840 | 0.000 | 20,190.840 | $54.55 | $0.00 | $1,101,410.33 |
| 0018 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 165,163.780 | 165,036.000 | 165,036.000 | $0.10 | $0.00 | $16,503.60 | |
| 0019 | COLD MILLING PAVEMENT | 417 5267 | SY | 383,705.980 | 245,799.790 | -3,607.216 | 245,799.790 | $1.13 | $-4,076.15 | $277,753.77 |
| 0020 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 500.000 | 125.000 | 0.000 | 125.000 | $4.45 | $0.00 | $556.25 |
| 0021 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 100.000 | 35.000 | 0.000 | 35.000 | $7.00 | $0.00 | $245.00 |
| 0022 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 5,235.560 | 3,794.440 | 73.750 | 3,794.440 | $4.00 | $295.00 | $15,177.76 |
| 0023 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 4,870.000 | 4,654.500 | 4,654.500 | $1.80 | $0.00 | $8,378.10 | |
| 0024 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 4,125.000 | 4,384.500 | 0.500 | 4,384.500 | $14.25 | $7.13 | $62,479.14 |
| 0025 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 12.000 | 13.000 | 13.000 | $1,218.60 | $0.00 | $15,841.80 | |
| 0026 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 6.000 | 4.000 | 4.000 | $517.70 | $0.00 | $2,070.80 | |
| 0027 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 14.000 | 15.000 | 15.000 | $2,070.70 | $0.00 | $31,060.50 | |
| 9001 | (SP)TIME (B) BID | 644 7211 | DAY | 0.000 | 72.000 | 72.000 | $5,000.00 | $0.00 | $360,000.00 | |
| Subtotals For Category 0100/ROADWAY IM-STIM(024) | $-4,597.03 | $10,862,369.94 | ||||||||
| Fed/State Project Number: IM-STIM(024) | Project: 24372(05) | Category: 0200/BRIDGE 'A' IM-STIM(024) | ||||||||
| 0028 | CLSM BACKFILL | 501(G) 6309 | CY | 28.900 | 59.500 | 0.000 | 59.500 | $258.85 | $0.00 | $15,401.58 |
| 0029 | APPROACH SLAB | 504(A) 1304 | SY | 173.200 | 175.200 | 2.000 | 175.200 | $258.85 | $517.70 | $45,350.52 |
| 0030 | CONCRETE PARAPET | 504(F) 1381 | LF | 28.000 | 40.000 | 40.000 | $155.30 | $0.00 | $6,212.00 | |
| 0031 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 140.000 | 107.000 | 39.000 | 107.000 | $25.90 | $1,010.10 | $2,771.30 |
| 0032 | CLASS B BRIDGE DECK REPAIR | 505(B) 6019 | SY | 45.000 | 10.990 | -0.550 | 10.990 | $310.60 | $-170.83 | $3,413.49 |
| 0033 | CLASS C BRIDGE DECK REPAIR | 505(C) 6020 | SY | 10.000 | 0.150 | 0.150 | $414.15 | $0.00 | $62.12 | |
| 0034 | (SP)MULTIPLE LAYER POLYMER CONCRETE OVERLAY | 505(D) 6090 | SY | 1,063.200 | 1,094.910 | 31.710 | 1,094.910 | $41.40 | $1,312.79 | $45,329.27 |
| 0035 | STRUCTURAL STEEL | 506(A) 1322 | LB | 80.000 | 72.000 | -8.000 | 72.000 | $31.05 | $-248.40 | $2,235.60 |
| 0036 | CLASS C CONCRETE | 509(D) 1331 | CY | 5.000 | 3.680 | 0.180 | 3.680 | $983.60 | $177.05 | $3,619.65 |
| 0037 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 36.000 | 30.760 | 5.580 | 30.760 | $4.15 | $23.16 | $127.66 |
| 0038 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 20.000 | 26.170 | 26.170 | $31.05 | $0.00 | $812.58 | |
| 0039 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 0.500 | 0.500 | 0.500 | $93.20 | $0.00 | $46.60 | |
| 0040 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 5.000 | 5.260 | 5.260 | $569.45 | $0.00 | $2,995.31 | |
| 0041 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 2.000 | 2.000 | 2.000 | $12,425.00 | $0.00 | $24,850.00 | |
| 0042 | (PL)REPAIR BRIDGE ITEM (TYPE B) | 540 4525 | EA | 2.000 | 2.000 | 2.000 | $3,625.00 | $0.00 | $7,250.00 | |
| Subtotals For Category 0200/BRIDGE 'A' IM-STIM(024) | $2,621.57 | $160,477.68 | ||||||||
| Fed/State Project Number: IM-STIM(024) | Project: 24372(05) | Category: 0201/BRIDGE 'B' IM-STIM(024) | ||||||||
| 0043 | CLSM BACKFILL | 501(G) 6309 | CY | 28.900 | 49.510 | 0.010 | 49.510 | $310.60 | $3.11 | $15,377.81 |
| 0044 | APPROACH SLAB | 504(A) 1304 | SY | 173.200 | 175.200 | 2.000 | 175.200 | $284.75 | $569.50 | $49,888.20 |
| 0045 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 78.000 | 78.000 | 78.000 | $362.37 | $0.00 | $28,264.86 | |
| 0046 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 448.000 | 454.000 | 454.000 | $129.50 | $0.00 | $58,793.00 | |
| 0047 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 40.000 | 114.000 | 114.000 | $25.90 | $0.00 | $2,952.60 | |
| 0048 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,090.000 | 3,165.600 | 0.600 | 3,165.600 | $12.45 | $7.47 | $39,411.72 |
| 0049 | CLASS AA CONCRETE | 509(A) 1326 | CY | 218.300 | 212.700 | -5.600 | 212.700 | $931.80 | $-5,218.08 | $198,193.86 |
| 0050 | CLASS C CONCRETE | 509(D) 1331 | CY | 5.000 | 8.060 | 0.060 | 8.060 | $1,035.35 | $62.12 | $8,344.92 |
| 0051 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 64,000.000 | 63,996.300 | 63,996.300 | $1.65 | $0.00 | $105,593.89 | |
| 0052 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $36,250.00 | $0.00 | $36,250.00 | |
| 0053 | COLLECTION & HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $1,553.00 | $0.00 | $1,553.00 | |
| 0054 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 302.300 | 300.880 | -1.420 | 300.880 | $4.15 | $-5.89 | $1,248.66 |
| 0055 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 10.000 | 9.500 | 0.500 | 9.500 | $31.05 | $15.53 | $294.98 |
| 0056 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 0.500 | 0.250 | 0.250 | $93.15 | $0.00 | $23.29 | |
| 0057 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 5.000 | 5.910 | 5.910 | $621.25 | $0.00 | $3,671.59 | |
| 0058 | (PL)REPAIR BRIDGE ITEM (TYPE B) | 540 4525 | EA | 2.000 | 2.000 | 2.000 | $5,695.00 | $0.00 | $11,390.00 | |
| 0059 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $93,181.00 | $0.00 | $93,181.00 | |
| Subtotals For Category 0201/BRIDGE 'B' IM-STIM(024) | $-4,566.24 | $654,433.38 | ||||||||
| Fed/State Project Number: IM-STIM(024) | Project: 24372(05) | Category: 0202/BRIDGE 'C' IM-STIM(024) | ||||||||
| 0060 | CLSM BACKFILL | 501(G) 6309 | CY | 90.000 | 120.990 | -0.010 | 120.990 | $258.85 | $-2.59 | $31,318.26 |
| 0061 | APPROACH SLAB | 504(A) 1304 | SY | 533.000 | 561.000 | 561.000 | $258.85 | $0.00 | $145,214.85 | |
| 0062 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 140.000 | 104.000 | -0.500 | 104.000 | $25.90 | $-12.95 | $2,693.60 |
| 0063 | CLASS B BRIDGE DECK REPAIR | 505(B) 6019 | SY | 45.000 | 0.330 | 0.330 | $310.65 | $0.00 | $102.51 | |
| 0064 | CLASS C BRIDGE DECK REPAIR | 505(C) 6020 | SY | 10.000 | 0.000 | 0.000 | $414.15 | $0.00 | $0.00 | |
| 0065 | (SP)MULTIPLE LAYER POLYMER CONCRETE OVERLAY | 505(D) 6090 | SY | 1,400.000 | 1,395.180 | -54.820 | 1,395.180 | $41.45 | $-2,272.29 | $57,830.21 |
| 0066 | STRUCTURAL STEEL | 506(A) 1322 | LB | 80.000 | 60.000 | -20.000 | 60.000 | $31.05 | $-621.00 | $1,863.00 |
| 0067 | CLASS C CONCRETE | 509(D) 1331 | CY | 5.000 | 2.480 | 0.000 | 2.480 | $983.60 | $0.00 | $2,439.33 |
| 0068 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 36.000 | 38.670 | 2.000 | 38.670 | $4.15 | $8.30 | $160.48 |
| 0069 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 90.000 | 171.860 | 171.860 | $31.05 | $0.00 | $5,336.25 | |
| 0070 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 2.500 | 1.750 | 1.750 | $93.20 | $0.00 | $163.10 | |
| 0071 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 5.000 | 11.990 | 0.050 | 11.990 | $569.45 | $28.47 | $6,827.70 |
| 0072 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 2.000 | 2.000 | 2.000 | $27,954.40 | $0.00 | $55,908.80 | |
| 0073 | (PL)REPAIR BRIDGE ITEM (TYPE B) | 540 4525 | EA | 4.000 | 4.000 | 4.000 | $7,765.10 | $0.00 | $31,060.40 | |
| Subtotals For Category 0202/BRIDGE 'C' IM-STIM(024) | $-2,872.06 | $340,918.49 | ||||||||
| Fed/State Project Number: IM-STIM(024) | Project: 24372(05) | Category: 0203/BRIDGE 'D' IM-STIM(024) | ||||||||
| 0074 | CLSM BACKFILL | 501(G) 6309 | CY | 28.100 | 28.020 | -1.980 | 28.020 | $310.60 | $-614.99 | $8,703.01 |
| 0075 | (PL)BRIDGE TRAFFIC RAIL | 504 6179 | LF | 224.000 | 224.000 | 224.000 | $129.50 | $0.00 | $29,008.00 | |
| 0076 | APPROACH SLAB | 504(A) 1304 | SY | 168.200 | 168.140 | -0.060 | 168.140 | $284.75 | $-17.09 | $47,877.87 |
| 0077 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 78.000 | 78.000 | 78.000 | $362.40 | $0.00 | $28,267.20 | |
| 0078 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 40.000 | 48.000 | 48.000 | $25.90 | $0.00 | $1,243.20 | |
| 0079 | STRUCTURAL STEEL | 506(A) 1322 | LB | 10,240.000 | 10,335.000 | -20.000 | 10,335.000 | $6.25 | $-125.00 | $64,593.75 |
| 0080 | CLASS AA CONCRETE | 509(A) 1326 | CY | 104.600 | 103.700 | -0.900 | 103.700 | $931.85 | $-838.67 | $96,632.85 |
| 0081 | CLASS C CONCRETE | 509(D) 1331 | CY | 5.000 | 6.700 | 6.700 | $1,035.35 | $0.00 | $6,936.85 | |
| 0082 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 40,320.000 | 40,313.380 | 40,313.380 | $1.65 | $0.00 | $66,517.08 | |
| 0083 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $36,237.20 | $0.00 | $36,237.20 | |
| 0084 | COLLECTION & HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $1,553.00 | $0.00 | $1,553.00 | |
| 0085 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 136.000 | 132.800 | -3.200 | 132.800 | $4.15 | $-13.28 | $551.12 |
| 0086 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 70.000 | 0.000 | 0.000 | $31.05 | $0.00 | $0.00 | |
| 0087 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 2.000 | 0.000 | 0.000 | $93.20 | $0.00 | $0.00 | |
| 0088 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 5.000 | 18.700 | 0.010 | 18.700 | $673.00 | $6.73 | $12,585.10 |
| 0089 | (PL)REPAIR BRIDGE ITEM (TYPE B) | 540 4525 | EA | 4.000 | 4.000 | 4.000 | $5,694.40 | $0.00 | $22,777.60 | |
| 0090 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $62,121.00 | $0.00 | $62,121.00 | |
| 9000 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-860.20 | $0.00 | $-860.20 | |
| Subtotals For Category 0203/BRIDGE 'D' IM-STIM(024) | $-1,602.30 | $484,744.63 | ||||||||
| Fed/State Project Number: IM-STIM(024) | Project: 24372(05) | Category: 0204/BRIDGE 'E' IM-STIM(024) | ||||||||
| 0091 | CLSM BACKFILL | 501(G) 6309 | CY | 28.100 | 28.020 | -1.980 | 28.020 | $310.65 | $-615.09 | $8,704.41 |
| 0092 | (PL)BRIDGE TRAFFIC RAIL | 504 6179 | LF | 224.000 | 224.000 | 224.000 | $129.45 | $0.00 | $28,996.80 | |
| 0093 | APPROACH SLAB | 504(A) 1304 | SY | 168.200 | 168.140 | -0.060 | 168.140 | $284.75 | $-17.09 | $47,877.87 |
| 0094 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 78.000 | 78.000 | 78.000 | $362.40 | $0.00 | $28,267.20 | |
| 0095 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 40.000 | 48.000 | 48.000 | $25.90 | $0.00 | $1,243.20 | |
| 0096 | STRUCTURAL STEEL | 506(A) 1322 | LB | 80.000 | 60.000 | 60.000 | $31.05 | $0.00 | $1,863.00 | |
| 0097 | CLASS AA CONCRETE | 509(A) 1326 | CY | 104.600 | 103.700 | -1.380 | 103.700 | $931.85 | $-1,285.95 | $96,632.85 |
| 0098 | CLASS C CONCRETE | 509(D) 1331 | CY | 5.000 | 7.790 | 7.790 | $1,035.00 | $0.00 | $8,062.65 | |
| 0099 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 40,320.000 | 40,313.380 | 40,313.380 | $1.55 | $0.00 | $62,485.74 | |
| 0100 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $36,237.20 | $0.00 | $36,237.20 | |
| 0101 | COLLECTION & HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $1,554.00 | $0.00 | $1,554.00 | |
| 0102 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 136.000 | 132.800 | -3.200 | 132.800 | $4.14 | $-13.25 | $549.79 |
| 0103 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 50.000 | 0.000 | 0.000 | $31.05 | $0.00 | $0.00 | |
| 0104 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 1.500 | 0.000 | 0.000 | $93.20 | $0.00 | $0.00 | |
| 0105 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 5.000 | 9.110 | 0.020 | 9.110 | $673.00 | $13.46 | $6,131.03 |
| 0106 | (PL)REPAIR BRIDGE ITEM (TYPE B) | 540 4525 | EA | 4.000 | 4.000 | 4.000 | $5,694.50 | $0.00 | $22,778.00 | |
| 0107 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $62,121.00 | $0.00 | $62,121.00 | |
| Subtotals For Category 0204/BRIDGE 'E' IM-STIM(024) | $-1,917.92 | $413,504.74 | ||||||||
| Fed/State Project Number: IM-STIM(024) | Project: 24372(05) | Category: 0310/TRAFFIC SIGNING AND STRIPING IM-STIM(024) | ||||||||
| 0108 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 187,176.000 | 207,877.000 | 2,674.000 | 207,877.000 | $0.45 | $1,203.30 | $93,544.65 |
| 0109 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 22,809.600 | 23,835.000 | 23,835.000 | $0.60 | $0.00 | $14,301.00 | |
| Subtotals For Category 0310/TRAFFIC SIGNING AND STRIPING IM-STIM(024) | $1,203.30 | $107,845.65 | ||||||||
| Fed/State Project Number: IM-STIM(024) | Project: 24372(05) | Category: 0330/TRAFFIC CONTROL IM-STIM(024) | ||||||||
| 0110 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 3,125.000 | 3,038.500 | 3,038.500 | $10.85 | $0.00 | $32,967.73 | |
| 0111 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 2,168.000 | 3,038.500 | 3,038.500 | $46.95 | $0.00 | $142,657.58 | |
| 0112 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 178.000 | 171.000 | -58.000 | 171.000 | $23.75 | $-1,377.50 | $4,061.25 |
| 0113 | DELINEATORS(TYPE 1, CODE 2) | 853 9027 | EA | 40.000 | 58.000 | 58.000 | 58.000 | $24.75 | $1,435.50 | $1,435.50 |
| 0114 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 45,619.200 | 386,737.000 | 386,737.000 | $0.25 | $0.00 | $96,684.25 | |
| 0115 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 2,000.000 | 1,925.000 | 1,925.000 | $0.50 | $0.00 | $962.50 | |
| 0116 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 45,619.200 | 4,436.000 | -4,253.000 | 4,436.000 | $0.15 | $-637.95 | $665.40 |
| 0117 | (PL)SAND FILLED IMPACT ATTENUATION SYSTEM | 870(A) 8490 | SD | 270.000 | 572.000 | 572.000 | $12.40 | $0.00 | $7,092.80 | |
| 0118 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 1,080.000 | 510.000 | 28.000 | 510.000 | $1.05 | $29.40 | $535.50 |
| 0119 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 43,740.000 | 24,130.000 | -752.000 | 24,130.000 | $0.02 | $-15.04 | $482.60 |
| 0120 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 17,550.000 | 8,857.000 | -304.000 | 8,857.000 | $0.02 | $-6.08 | $177.14 |
| 0121 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 7,020.000 | 13,920.000 | -997.000 | 13,920.000 | $0.02 | $-19.94 | $278.40 |
| 0122 | CONSTRUCTION SIGNS 33.0 SF & OVER | 880(B) 8827 | SD | 90.000 | 0.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
| 0123 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 10,260.000 | 3,435.000 | -215.000 | 3,435.000 | $0.02 | $-4.30 | $68.70 |
| 0124 | WING BARRICADES | 880(C) 8848 | SD | 2,160.000 | 764.000 | 764.000 | $0.02 | $0.00 | $15.28 | |
| 0125 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 27,540.000 | 9,682.000 | -306.000 | 9,682.000 | $0.02 | $-6.12 | $193.64 |
| 0126 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 87,750.000 | 37,446.000 | -2,951.000 | 37,446.000 | $0.65 | $-1,918.15 | $24,339.90 |
| 0127 | DRUMS | 880(F) 8878 | SD | 87,750.000 | 80,204.500 | -1,152.000 | 80,204.500 | $0.65 | $-748.80 | $52,132.94 |
| 0128 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 200.000 | 463.000 | 29.000 | 463.000 | $62.15 | $1,802.35 | $28,775.45 |
| 0129 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,350.000 | 373.000 | -2.000 | 373.000 | $1.05 | $-2.10 | $391.65 |
| 0130 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 16.000 | 16.000 | 16.000 | 16.000 | $155.30 | $2,484.80 | $2,484.80 |
| Subtotals For Category 0330/TRAFFIC CONTROL IM-STIM(024) | $1,016.07 | $396,403.01 | ||||||||
| Fed/State Project Number: IM-STIM(024) | Project: 24372(05) | Category: 0600/STAKING IM-STIM(024) | ||||||||
| 0131 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $10,353.50 | $0.00 | $10,353.52 | |
| Subtotals For Category 0600/STAKING IM-STIM(024) | $0.00 | $10,353.52 | ||||||||
| Fed/State Project Number: IM-STIM(024) | Project: 24372(05) | Category: 0640/CONSTRUCTION IM-STIM(024) | ||||||||
| 0132 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $51,767.40 | $0.00 | $51,767.40 | |
| 0133 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $570,767.68 | $142,691.92 | $570,767.68 |
| 0134 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $80,964.25 | $0.00 | $80,964.24 | |
| Subtotals For Category 0640/CONSTRUCTION IM-STIM(024) | $142,691.92 | $703,499.32 | ||||||||
| Fed/State Project Number: IM-STIM(024) | Project: 24372(05) | Category: 0850/Non ARRA Funding | ||||||||
| 8000 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $266,918.59 | $0.00 | $266,918.59 | |
| Subtotals For Category 0850/Non ARRA Funding | $0.00 | $266,918.59 | ||||||||
| Subtotals For Project IM-STIM(024) /24372(05) | $131,977.31 | $14,401,468.95 | ||||||||