| Contract ID: | 090003 | Estimate Number: | 0010 , Final | Spec Year: | 1999 | |||
| Primary JP: | 21950(05) | Residency: | TETRA TECH (03002) | Contract No: | 411094 | |||
| Date Created: | 07/16/2010 | Contractor FEI: | 730731258 | Account No: | 400300 |
| Project Number(s): | IM-STIM(013) | ||||||||
| Contract Description: | PAVEMENT REHABILITATION AND BRIDGE REPAIR I-44: FROM US-62, EXTEND NORTH. PROJECT LENGTH = 7.170 MILES | ||||||||
| Primary County: | CLEVELAND | ||||||||
| Name of Road: | I-44 | ||||||||
| Prime Contractor: | HASKELL LEMON CONSTRUCTION CO. | Time Charged: | 127.00 | ||||||
| P. O. BOX 75608 | Time Allowed: | 203.00 | |||||||
| OKLAHOMA CITY , OK 73147-0608 | Percent Time: | 62.56 % | |||||||
| Paid To Date: | $7,970,684.48 | 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. |
| HASKELL LEMON CONSTRUCTION CO. |
| _________________________________________________ |
| 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: | 090003 | Estimate Number: | 0010 | Contract No: | 411094 | |||
| Residency: | TETRA TECH (03002) | Estimate Type: | Final | Account No: | 400300 | |||
| Project Number(s): | IM-STIM(013) | ||||||||||||
| Primary Job Piece No: | 21950(05) | ||||||||||||
| Contract Description: | PAVEMENT REHABILITATION AND BRIDGE REPAIR I-44: FROM US-62, EXTEND NORTH. PROJECT LENGTH = 7.170 MILES | ||||||||||||
| Primary County: | CLEVELAND | ||||||||||||
| Name of Road: | I-44 | ||||||||||||
| Prime Contractor: | HASKELL LEMON CONSTRUCTION CO. | ||||||||||||
| P. O. BOX 75608 | |||||||||||||
| OKLAHOMA CITY , OK 73147-0608 | |||||||||||||
| Surety Company: | WESTERN SURETY COMPANY | ||||||||||||
| Date Let: | 03/24/2009 | NTP Effective Date: | 04/27/2009 | Pay Period: | 06/09/2010 TO 07/15/2010 |
| Date Awarded: | 03/30/2009 | Date Work Began: | 04/27/2009 | Original Contract Time: | 150 |
| Date Contract Executed: | 04/06/2009 | Date Time Stopped: | 08/31/2009 | Current Time Charged: | 127.00 |
| Date NTP Issued: | 04/08/2009 | Completion Date: | 08/31/2009 | Current Time Allowed: | 203.00 |
| General Liability Expires: | 07/01/2011 | Workman's Comp Expires: | 07/01/2011 | Percent Time Used: | 62.56 % |
| Specification Year: | 1999 | ||||
| Current Contract Amount: | $7,975,888.27 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $7,400,051.28 | Participating: | $7,452,243.92 | $7,452,243.92 | $0.00 | ||
| Percent Complete: | 99.93 % | Non Participating: | $152,780.95 | $152,780.95 | $0.00 | ||
| Funds Available: | $5,203.79 | Non ARRA: | $370,863.41 | $370,863.41 | $0.00 | ||
| Unearned Balance: | $-570,633.20 | Total Earnings: | $7,975,888.28 | $7,975,888.28 | $0.00 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $7,975,888.28 | $7,975,888.28 | $0.00 | ||||
| Other Adjustments: | $-5,203.80 | $-5,203.80 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $7,970,684.48 | $7,970,684.48 | $0.00 | ||||
| Contract ID: | 090003 | Estimate Number: | 0010 | Primary JP: | 21950(05) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | ARRA Section 902 & 1515(a) | Approved | 05/11/2009 | 0.0 | $0.00 |
| 002 | Add traffic control items and overrun/underun existing items | Approved | 09/08/2009 | 0.0 | $233,749.05 |
| 003 | Additional Solid Slab Sod | Approved | 09/08/2009 | 0.0 | $246,300.00 |
| 004 | Smoothness Specifiaction | Approved | 09/08/2009 | 0.0 | $156,469.91 |
| 005 | Early completion bonus / deductions due to early completion. | Approved | 02/02/2010 | 0.0 | $-5,864.50 |
| 006 | Final Quantity Change Order | Approved | 06/07/2010 | 0.0 | $-54,817.47 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| No material stockpiles have been created for this contract. | 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 |
| Lane Rental | 0004 | $-4,000.00 |
| Lane Rental | 0005 | $2,000.00 |
| Withhold to Funds Avail(Prog. Est. Only) | 0006 | $-90,434.77 |
| Milestone Adjust. (Prog. Est. Only) | 0006 | $150,000.00 |
| Withhold to Funds Avail(Prog. Est. Only) | 0007 | $90,434.77 |
| Milestone Adjust. (Prog. Est. Only) | 0007 | $150,000.00 |
| Milestone Adjust. (Prog. Est. Only) | 0009 | $-300,000.00 | Subtotals For Contract Adjustments | $-2,000.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 21950(05) | 0004 | TACK COAT | * Material Discrepancy Adjustments | 0004 | -24,656.17 | $3.00 | $-73,968.51 |
| 21950(05) | 0004 | TACK COAT | * Material Discrepancy Adjustments | 0006 | 21,620.00 | $3.00 | $64,860.00 |
| 21950(05) | 0004 | TACK COAT | * Material Discrepancy Adjustments | 0007 | 3,036.17 | $3.00 | $9,108.51 |
| 21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0001 | 0.00 | $0.00 | $444.89 |
| 21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $1,542.69 |
| 21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * QAQC | 0002 | 1.00 | $-480.00 | $-480.00 |
| 21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * ROADWAY DENSITY | 0002 | 1.00 | $-683.89 | $-683.89 |
| 21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $867.45 |
| 21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * QAQC | 0007 | 57.23 | $-55.00 | $-3,147.65 |
| 21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $198.63 |
| 21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * QAQC | 0007 | 1.00 | $480.00 | $480.00 |
| 21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $170.35 |
| 21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * ROADWAY DENSITY | 0009 | 1.00 | $683.00 | $683.00 |
| 21950(05) | 0007 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $58.08 |
| 21950(05) | 0007 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $1,485.69 |
| 21950(05) | 0007 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * QAQC | 0007 | 70.33 | $-71.00 | $-4,993.43 |
| 21950(05) | 0007 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $-225.24 |
| 21950(05) | 0007 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $367.85 |
| 21950(05) | 0013 | GUARD RAIL ANCHOR UNIT (TYPE B) | * Material Discrepancy Adjustments | 0006 | -2.00 | $800.00 | $-1,600.00 |
| 21950(05) | 0013 | GUARD RAIL ANCHOR UNIT (TYPE B) | * Material Discrepancy Adjustments | 0007 | 2.00 | $800.00 | $1,600.00 |
| 21950(05) | 0014 | (SP)G.E.T. GUARD RAIL END SECTION | * Material Discrepancy Adjustments | 0006 | -2.00 | $2,400.00 | $-4,800.00 |
| 21950(05) | 0014 | (SP)G.E.T. GUARD RAIL END SECTION | * Material Discrepancy Adjustments | 0007 | 2.00 | $2,400.00 | $4,800.00 |
| 21950(05) | 0015 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $1.36 |
| 21950(05) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $2.32 |
| 21950(05) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $0.05 |
| 21950(05) | 0025 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $3.40 |
| 21950(05) | 0025 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $6.79 |
| 21950(05) | 0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0001 | 0.00 | $0.00 | $13.89 |
| 21950(05) | 0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $-13.89 |
| 21950(05) | 0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $1.81 |
| 21950(05) | 0035 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $3.42 |
| 21950(05) | 0035 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $6.83 |
| 21950(05) | 0040 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $1.80 |
| 21950(05) | 0046 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | * Material Discrepancy Adjustments | 0006 | -37,346.00 | $0.30 | $-11,203.80 |
| 21950(05) | 0046 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | * Material Discrepancy Adjustments | 0007 | 37,346.00 | $0.30 | $11,203.80 | Subtotals For Line Item Adjustments | $-3,203.80 | * = User applied Line Item Adjustments |
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
| 01 | TIME 'B' BID | 135.00 | 73.00 | $5,000.00 | $0.00 | ||||
| Contract ID: | 090003 | Estimate Number: | 0010 | Primary JP: | 21950(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(013) | Project: 21950(05) | Category: 0100/ROADWAY | ||||||||
| 0001 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 5,000.000 | 6,600.890 | 6,600.890 | $20.00 | $0.00 | $132,017.80 | |
| 0002 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,000.000 | 0.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
| 0003 | SOLID SLAB SODDING | 230(A) 2806 | SY | 24,900.000 | 63,940.700 | 63,940.700 | $3.00 | $0.00 | $191,822.10 | |
| 0004 | TACK COAT | 407 0250 | GAL | 35,584.000 | 35,505.980 | 35,505.980 | $3.00 | $0.00 | $106,517.94 | |
| 0005 | PRIME COAT | 408 5774 | GAL | 1,671.000 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 53,675.000 | 44,659.550 | 44,659.550 | $55.00 | $0.00 | $2,456,275.25 | |
| 0007 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 44,129.000 | 46,016.990 | 46,016.990 | $71.00 | $0.00 | $3,267,206.29 | |
| 0008 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 139,146.000 | 128,384.000 | 128,384.000 | $0.10 | $0.00 | $12,838.40 | |
| 0009 | COLD MILLING PAVEMENT | 417 5267 | SY | 315,643.000 | 308,824.010 | 308,824.010 | $0.86 | $0.00 | $265,588.65 | |
| 0010 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 9,575.000 | 10,603.000 | 10,603.000 | $4.00 | $0.00 | $42,412.00 | |
| 0011 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 7,950.000 | 10,137.500 | 10,137.500 | $18.00 | $0.00 | $182,475.00 | |
| 0012 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 40.000 | 0.000 | 0.000 | $1,300.00 | $0.00 | $0.00 | |
| 0013 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 6.000 | 18.000 | 18.000 | $800.00 | $0.00 | $14,400.00 | |
| 0014 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 2.000 | 33.000 | 33.000 | $2,400.00 | $0.00 | $79,200.00 | |
| Subtotals For Category 0100/ROADWAY | $0.00 | $6,750,753.43 | ||||||||
| Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0200/BRIDGE 'B' | ||||||||
| 0015 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 69.000 | 33.450 | 33.450 | $75.00 | $0.00 | $2,508.75 | |
| 0016 | COLD MILLING PAVEMENT | 417 5267 | SY | 603.000 | 389.080 | 389.080 | $5.00 | $0.00 | $1,945.40 | |
| 0017 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 78.600 | 78.600 | 78.600 | $17.00 | $0.00 | $1,336.20 | |
| 0018 | ELASTOMERIC MORTAR | 504(I) 6389 | CF | 6.400 | 17.870 | 17.870 | $600.00 | $0.00 | $10,722.00 | |
| 0019 | (PL)MEMBRANE | 505 6139 | SY | 603.000 | 602.330 | 602.330 | $15.00 | $0.00 | $9,034.95 | |
| Subtotals For Category 0200/BRIDGE 'B' | $0.00 | $25,547.30 | ||||||||
| Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0201/BRIDGE 'C' | ||||||||
| 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 69.000 | 45.050 | 45.050 | $77.85 | $0.00 | $3,507.14 | |
| 0021 | COLD MILLING PAVEMENT | 417 5267 | SY | 603.000 | 394.720 | 394.720 | $6.10 | $0.00 | $2,407.80 | |
| 0022 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 78.600 | 78.600 | 78.600 | $17.00 | $0.00 | $1,336.20 | |
| 0023 | ELASTOMERIC MORTAR | 504(I) 6389 | CF | 6.400 | 20.970 | 20.970 | $600.00 | $0.00 | $12,582.00 | |
| 0024 | (PL)MEMBRANE | 505 6139 | SY | 603.000 | 595.780 | 595.780 | $15.00 | $0.00 | $8,936.70 | |
| Subtotals For Category 0201/BRIDGE 'C' | $0.00 | $28,769.84 | ||||||||
| Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0202/BRIDGE 'D' | ||||||||
| 0025 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 85.000 | 67.250 | 67.250 | $75.00 | $0.00 | $5,043.75 | |
| 0026 | COLD MILLING PAVEMENT | 417 5267 | SY | 754.000 | 530.920 | 530.920 | $5.00 | $0.00 | $2,654.60 | |
| 0027 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 82.200 | 82.200 | 82.200 | $17.00 | $0.00 | $1,397.40 | |
| 0028 | ELASTOMERIC MORTAR | 504(I) 6389 | CF | 6.700 | 20.970 | 20.970 | $600.00 | $0.00 | $12,582.00 | |
| 0029 | (PL)MEMBRANE | 505 6139 | SY | 754.000 | 755.780 | 755.780 | $15.00 | $0.00 | $11,336.70 | |
| Subtotals For Category 0202/BRIDGE 'D' | $0.00 | $33,014.45 | ||||||||
| Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0203/BRIDGE 'E' | ||||||||
| 0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 85.000 | 63.710 | 63.710 | $74.00 | $0.00 | $4,714.54 | |
| 0031 | COLD MILLING PAVEMENT | 417 5267 | SY | 754.000 | 523.220 | 523.220 | $5.00 | $0.00 | $2,616.10 | |
| 0032 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 82.200 | 82.200 | 82.200 | $17.00 | $0.00 | $1,397.40 | |
| 0033 | ELASTOMERIC MORTAR | 504(I) 6389 | CF | 6.700 | 25.740 | 25.740 | $600.00 | $0.00 | $15,444.00 | |
| 0034 | (PL)MEMBRANE | 505 6139 | SY | 754.000 | 755.000 | 755.000 | $15.00 | $0.00 | $11,325.00 | |
| Subtotals For Category 0203/BRIDGE 'E' | $0.00 | $35,497.04 | ||||||||
| Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0204/BRIDGE 'F' | ||||||||
| 0035 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 85.000 | 67.630 | 67.630 | $75.00 | $0.00 | $5,072.25 | |
| 0036 | COLD MILLING PAVEMENT | 417 5267 | SY | 754.000 | 533.910 | 533.910 | $5.00 | $0.00 | $2,669.55 | |
| 0037 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 81.300 | 81.300 | 81.300 | $17.00 | $0.00 | $1,382.10 | |
| 0038 | ELASTOMERIC MORTAR | 504(I) 6389 | CF | 6.600 | 25.720 | 25.720 | $600.00 | $0.00 | $15,432.00 | |
| 0039 | (PL)MEMBRANE | 505 6139 | SY | 754.000 | 754.190 | 754.190 | $15.00 | $0.00 | $11,312.85 | |
| Subtotals For Category 0204/BRIDGE 'F' | $0.00 | $35,868.75 | ||||||||
| Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0205/BRIDGE 'G' | ||||||||
| 0040 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 85.000 | 62.740 | 62.740 | $75.00 | $0.00 | $4,705.50 | |
| 0041 | COLD MILLING PAVEMENT | 417 5267 | SY | 754.000 | 520.280 | 520.280 | $5.00 | $0.00 | $2,601.40 | |
| 0042 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 81.300 | 81.300 | 81.300 | $17.00 | $0.00 | $1,382.10 | |
| 0043 | ELASTOMERIC MORTAR | 504(I) 6389 | CF | 6.600 | 23.070 | 23.070 | $600.00 | $0.00 | $13,842.00 | |
| 0044 | (PL)MEMBRANE | 505 6139 | SY | 754.000 | 750.550 | 750.550 | $15.00 | $0.00 | $11,258.25 | |
| Subtotals For Category 0205/BRIDGE 'G' | $0.00 | $33,789.25 | ||||||||
| Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0300/TRAFFIC CONTROL | ||||||||
| 0045 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 1,000.000 | 0.000 | 0.000 | $0.70 | $0.00 | $0.00 | |
| 0046 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 36,000.000 | 42,780.000 | 42,780.000 | $0.30 | $0.00 | $12,834.00 | |
| 0047 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 21,600.000 | 0.000 | 0.000 | $0.10 | $0.00 | $0.00 | |
| 0048 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 90.000 | 127.000 | 127.000 | $25.00 | $0.00 | $3,175.00 | |
| 0049 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 2,700.000 | 3,594.000 | 3,594.000 | $1.00 | $0.00 | $3,594.00 | |
| 0050 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,440.000 | 2,967.000 | 2,967.000 | $2.00 | $0.00 | $5,934.00 | |
| 0051 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 1,260.000 | 4,164.000 | 4,164.000 | $3.00 | $0.00 | $12,492.00 | |
| 0052 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,080.000 | 439.000 | 439.000 | $1.00 | $0.00 | $439.00 | |
| 0053 | WING BARRICADES | 880(C) 8848 | SD | 180.000 | 300.000 | 300.000 | $3.00 | $0.00 | $900.00 | |
| 0054 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 4,320.000 | 3,930.000 | 3,930.000 | $0.25 | $0.00 | $982.50 | |
| 0055 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 6,750.000 | 2,729.000 | 2,729.000 | $0.25 | $0.00 | $682.25 | |
| 0056 | DRUMS | 880(F) 8878 | SD | 6,750.000 | 2,729.000 | 2,729.000 | $1.00 | $0.00 | $2,729.00 | |
| 0057 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 120.000 | 1,568.000 | 1,568.000 | $75.00 | $0.00 | $117,600.00 | |
| 0058 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 180.000 | 104.000 | 104.000 | $25.00 | $0.00 | $2,600.00 | |
| Subtotals For Category 0300/TRAFFIC CONTROL | $0.00 | $163,961.75 | ||||||||
| Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0301/SIGNING & STRIPING | ||||||||
| 0059 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 15.260 | 0.000 | 0.000 | $130.00 | $0.00 | $0.00 | |
| 0060 | REINFORCING STEEL | 804(B) 2916 | LB | 2,394.000 | 0.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
| 0061 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 136.000 | 130.000 | 130.000 | $22.00 | $0.00 | $2,860.00 | |
| 0062 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 101,406.000 | 196,859.120 | 196,859.120 | $0.50 | $0.00 | $98,429.56 | |
| 0063 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 20,843.000 | 28,631.640 | 28,631.640 | $0.55 | $0.00 | $15,747.40 | |
| 0064 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 15,716.000 | 27,857.300 | 27,857.300 | $0.90 | $0.00 | $25,071.57 | |
| 0065 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 294.000 | 159.430 | 159.430 | $2.50 | $0.00 | $398.58 | |
| 0066 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 18.000 | 0.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
| 0067 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 135.000 | 1.000 | 1.000 | $35.00 | $0.00 | $35.00 | |
| Subtotals For Category 0301/SIGNING & STRIPING | $0.00 | $142,542.11 | ||||||||
| Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0600/STAKING | ||||||||
| 0068 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $2,500.00 | ||||||||
| Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0640/CONSTRUCTION | ||||||||
| 0069 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $150,000.00 | $0.00 | $150,000.00 | |
| 0070 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $200,000.00 | ||||||||
| Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0850/Non ARRA Funding | ||||||||
| 8000 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 0.000 | 144,577.750 | 144,577.750 | $0.35 | $0.00 | $50,602.21 | |
| 8001 | CONES(36" LARGE) | 880(H) 8896 | SD | 0.000 | 18,471.000 | 18,471.000 | $0.80 | $0.00 | $14,776.80 | |
| 8002 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 0.000 | 230.000 | 230.000 | $70.00 | $0.00 | $16,100.00 | |
| 8003 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 0.000 | 1,568.000 | 1,568.000 | $-3.50 | $0.00 | $-5,488.00 | |
| 8005 | EARLY COMPLETION INCENTIVE | 108 0175 | DAY | 0.000 | 60.000 | 60.000 | $5,000.00 | $0.00 | $300,000.00 | |
| 8006 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $-5,127.60 | $0.00 | $-5,127.60 | |
| Subtotals For Category 0850/Non ARRA Funding | $0.00 | $370,863.41 | ||||||||
| Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0900/Federal Non Participating | ||||||||
| 8004 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 0.000 | 0.000 | $156,469.91 | $0.00 | $0.00 | |
| 8007 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 152,780.950 | 152,780.950 | $1.00 | $0.00 | $152,780.95 | |
| Subtotals For Category 0900/Federal Non Participating | $0.00 | $152,780.95 | ||||||||
| Subtotals For Project IM-STIM(013) /21950(05) | $0.00 | $7,975,888.28 | ||||||||