| Contract ID: | 120084 | Estimate Number: | 0025 , Final | Spec Year: | 2009 | |||
| Primary JP: | 26840(04) | Residency: | PURCELL (03200) | Contract No: | 710977 | |||
| Date Created: | 06/06/2016 | Contractor FEI: | 731250477 | Account No: | 400350 |
| Project Number(s): | STP-114B(256)AG | ||||||||
| Contract Description: | WIDEN AND RESURFACE (ASPHALT) CITY STREET: ON PORTER AVENUE IN THE CITY OF NORMAN, FROM WOODCREST DRIVE, EXTEND NORTH. PROJECT LENGTH = 1.094 MILES. | ||||||||
| Primary County: | CLEVELAND | ||||||||
| Name of Road: | CITY STREET | ||||||||
| Prime Contractor: | MARKWELL PAVING COMPANY, INC. | Time Charged: | 541.00 | ||||||
| P.O. BOX 82005 | Time Allowed: | 434.00 | |||||||
| OKLAHOMA CITY , OK 73148 | Percent Time: | 124.65 % | |||||||
| Paid To Date: | $1,992,759.81 | Payable This Statement: | $2,914.07 |
| 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. |
| MARKWELL PAVING COMPANY, 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: | 120084 | Estimate Number: | 0025 | Contract No: | 710977 | |||
| Residency: | PURCELL (03200) | Estimate Type: | Final | Account No: | 400350 | |||
| Project Number(s): | STP-114B(256)AG | ||||||||||||
| Primary Job Piece No: | 26840(04) | ||||||||||||
| Contract Description: | WIDEN AND RESURFACE (ASPHALT) CITY STREET: ON PORTER AVENUE IN THE CITY OF NORMAN, FROM WOODCREST DRIVE, EXTEND NORTH. PROJECT LENGTH = 1.094 MILES. | ||||||||||||
| Primary County: | CLEVELAND | ||||||||||||
| Name of Road: | CITY STREET | ||||||||||||
| Prime Contractor: | MARKWELL PAVING COMPANY, INC. | ||||||||||||
| P.O. BOX 82005 | |||||||||||||
| OKLAHOMA CITY , OK 73148 | |||||||||||||
| Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
| Date Let: | 02/16/2012 | NTP Effective Date: | 06/04/2012 | Pay Period: | 04/01/2016 TO 04/29/2016 |
| Date Awarded: | 03/05/2012 | Date Work Began: | 06/04/2012 | Original Contract Time: | 220 |
| Date Contract Executed: | 03/15/2012 | Date Time Stopped: | 06/30/2014 | Current Time Charged: | 541.00 |
| Date NTP Issued: | 03/21/2012 | Completion Date: | 06/30/2014 | Current Time Allowed: | 434.00 |
| General Liability Expires: | 04/01/2017 | Workman's Comp Expires: | 04/01/2017 | Percent Time Used: | 124.65 % |
| Specification Year: | 2009 | ||||
| Bid Amount: | $1,936,526.29 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $2,007,150.78 | Participating: | $1,997,108.57 | $1,997,108.57 | $0.00 | ||
| Percent Complete: | 99.28 % | Non Participating: | $7,516.00 | $7,516.00 | $0.00 | ||
| Unearned Balance: | $14,390.97 | Total Earnings: | $2,004,624.57 | $2,004,624.57 | $0.00 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $2,004,624.57 | $2,004,624.57 | $0.00 | ||||
| Other Adjustments: | $68,385.24 | $65,471.17 | $2,914.07 | ||||
| Liq Dam/Disincentive: | $-80,250.00 | $-80,250.00 | $0.00 | ||||
| TOTAL: | $1,992,759.81 | $1,989,845.74 | $2,914.07 | ||||
| Contract ID: | 120084 | Estimate Number: | 0025 | Primary JP: | 26840(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Adding Additional Pay Items | Approved | 02/20/2013 | 25.0 | $39,494.00 |
| 002 | C.O. to add new py items and modify existing pay items. | Approved | 10/09/2015 | 0.0 | $-1,561.86 |
| 003 | Time Adjustment. | Approved | 11/13/2015 | 189.0 | $0.00 |
| 004 | ADJUSTING THE METHOD OF MEASUREMENT | Approved | 01/21/2016 | 0.0 | $-964.44 |
| 005 | CO FINALIZING CONTRACT ITEM QUANTITIES | Approved | 04/05/2016 | 0.0 | $31,130.49 |
| 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 |
| System Application of Liquidated Damages | 0014 | --8.0 | $750.00 | $-6,000.00 |
| System Application of Liquidated Damages | 0015 | -8.0 | $750.00 | $6,000.00 |
| System Application of Liquidated Damages | 0016 | --6.0 | $750.00 | $-4,500.00 |
| System Application of Liquidated Damages | 0017 | --17 | $750.00 | $-12,750.00 |
| System Application of Liquidated Damages | 0018 | --11 | $750.00 | $-8,250.00 |
| System Application of Liquidated Damages | 0019 | --14 | $750.00 | $-10,500.00 |
| System Application of Liquidated Damages | 0020 | --13 | $750.00 | $-9,750.00 |
| System Application of Liquidated Damages | 0021 | --21 | $750.00 | $-15,750.00 |
| System Application of Liquidated Damages | 0022 | --45 | $750.00 | $-33,750.00 |
| System Application of Liquidated Damages | 0023 | --28 | $750.00 | $-21,000.00 |
| System Application of Liquidated Damages | 0024 | -48.0 | $750.00 | $36,000.00 | Subtotals For Liquidated Damages | $-80,250.00 |
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| LD Adjustment (Prog. Est. Only) | 0024 | $80,250.00 | Subtotals For Contract Adjustments | $80,250.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 26840(04) | 0014 | SUPERPAVE, TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 324.07 | $1.25 | $406.18 |
| 26840(04) | 0014 | SUPERPAVE, TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 873.90 | $0.32 | $286.97 |
| 26840(04) | 0014 | SUPERPAVE, TYPE S2(PG 64-22 OK) | * QAQC | 0022 | 0.00 | $0.00 | $-1,545.00 |
| 26840(04) | 0014 | SUPERPAVE, TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | -58.66 | $-6.71 | $393.66 |
| 26840(04) | 0014 | SUPERPAVE, TYPE S2(PG 64-22 OK) | * QAQC | 0024 | 0.00 | $0.00 | $-76.23 |
| 26840(04) | 0014 | SUPERPAVE, TYPE S2(PG 64-22 OK) | * Asphalt Binder Adjustment | 0025 | 0.00 | $0.00 | $-693.42 |
| 26840(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * QAQC | 0022 | 0.00 | $0.00 | $-5,488.03 |
| 26840(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0024 | 40.50 | $-7.61 | $-308.52 |
| 26840(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * QAQC | 0024 | 0.00 | $0.00 | $-352.13 |
| 26840(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * Asphalt Binder Adjustment | 0025 | 0.00 | $0.00 | $308.52 |
| 26840(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 324.07 | $0.37 | $120.80 |
| 26840(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 69.87 | $-7.61 | $-532.25 |
| 26840(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0025 | 0.00 | $0.00 | $872.52 |
| 26840(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0024 | 278.71 | $-8.70 | $-2,426.45 |
| 26840(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * QAQC | 0024 | 0.00 | $0.00 | $-5,257.83 |
| 26840(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0025 | 0.00 | $0.00 | $2,426.45 | Subtotals For Line Item Adjustments | $-11,864.76 | * = 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: | 120084 | Estimate Number: | 0025 | Primary JP: | 26840(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-114B(256)AG | Project: 26840(04) | Category: 0001/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 2,495.000 | 3,395.000 | 3,395.000 | $5.00 | $0.00 | $16,975.01 | |
| 0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 879.000 | 1,679.000 | 1,679.000 | $8.00 | $0.00 | $13,432.00 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $8,000.00 | $0.00 | $8,000.00 | |
| 0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 9,500.000 | 5,855.500 | 5,855.500 | $1.00 | $0.00 | $5,855.50 | |
| 0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 416.000 | 0.000 | 0.000 | $12.50 | $0.00 | $0.00 | |
| 0007 | (PL)TEMPORARY INLET SEDIMENT FILTER | 221(H) 0450 | EA | 18.000 | 9.000 | 9.000 | $155.00 | $0.00 | $1,395.00 | |
| 0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 24,640.000 | 14,028.220 | 14,028.220 | $1.47 | $0.00 | $20,621.48 | |
| 0009 | MOWING | 241 2832 | AC | 11.000 | 0.000 | 0.000 | $55.00 | $0.00 | $0.00 | |
| 0010 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 24,281.000 | 14,171.950 | 14,171.950 | $2.00 | $0.00 | $28,343.90 | |
| 0011 | SEPARATOR FABRIC | 325 5271 | SY | 1,185.000 | 1,934.600 | 1,934.600 | $1.00 | $0.00 | $1,934.60 | |
| 0012 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 31.000 | 668.230 | 668.230 | $35.00 | $0.00 | $23,388.05 | |
| 0013 | TACK COAT | 407(B) 0250 | GAL | 9,048.000 | 221.340 | 221.340 | $2.00 | $0.00 | $442.68 | |
| 0014 | SUPERPAVE, TYPE S2(PG 64-22 OK) | 411(A) 5930 | TON | 4,085.000 | 5,546.570 | 0.000 | 5,546.570 | $51.50 | $0.00 | $285,648.39 |
| 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 4,962.000 | 5,564.210 | 0.000 | 5,564.210 | $61.75 | $0.00 | $343,589.99 |
| 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 397.000 | 436.830 | 0.000 | 436.830 | $54.00 | $0.00 | $23,588.82 |
| 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 3,410.000 | 4,550.450 | 0.000 | 4,550.450 | $71.00 | $0.00 | $323,081.95 |
| 0018 | COLD MILLING PAVEMENT | 412 5267 | SY | 14,324.000 | 14,112.500 | 14,112.500 | $0.70 | $0.00 | $9,878.76 | |
| 0019 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 452.000 | 808.870 | 808.870 | $21.00 | $0.00 | $16,986.27 | |
| 0020 | FULL DEPTH P.C. CONCRETE PATCHING(PLACEMENT ONLY) | 414(E) 0225 | SY | 140.000 | 116.790 | 116.790 | $61.00 | $0.00 | $7,124.19 | |
| 0021 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 148.000 | 231.420 | 231.420 | $113.00 | $0.00 | $26,150.46 | |
| 0022 | CONCRETE JOINT SEALING | 415 6300 | LF | 263.000 | 106.000 | 106.000 | $3.15 | $0.00 | $333.90 | |
| 0023 | DIAMOND GRINDING CONCRETE PAVEMENT | 425 5195 | SY | 140.000 | 0.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0024 | CLSM BACKFILL | 501(G) 6315 | CY | 100.000 | 0.000 | 0.000 | $37.00 | $0.00 | $0.00 | |
| 0025 | HANDRAILING | 504(F) 6006 | LF | 40.000 | 40.000 | 40.000 | $1,873.00 | $0.00 | $74,920.00 | |
| 0026 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 16.000 | 9.770 | 9.770 | $405.00 | $0.00 | $3,956.85 | |
| 0027 | REINFORCING STEEL | 511(A) 0332 | LB | 363.000 | 966.210 | 966.210 | $1.10 | $0.00 | $1,062.83 | |
| 0028 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 24.000 | 14.990 | 14.990 | $41.00 | $0.00 | $614.59 | |
| 0029 | FILTER FABRIC (RIPRAP) | 601(I) 6312 | SY | 50.000 | 0.000 | 0.000 | $17.75 | $0.00 | $0.00 | |
| 0030 | COMBINED CURB & GUTTER (8" BARRIER) | 609(B) 0384 | LF | 7,917.000 | 8,409.100 | 8,409.100 | $13.00 | $0.00 | $109,318.30 | |
| 0031 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 5,490.000 | 5,187.930 | 5,187.930 | $39.00 | $0.00 | $202,329.27 | |
| 0032 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 1,476.000 | 1,354.470 | 1,354.470 | $40.50 | $0.00 | $54,856.06 | |
| 0033 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 374.000 | 280.000 | 280.000 | $21.00 | $0.00 | $5,880.00 | |
| 0034 | (PL) STAMPED CONCRETE FINISH | 610(J) 4810 | SY | 452.000 | 387.920 | 387.920 | $68.25 | $0.00 | $26,475.54 | |
| 0035 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 3.000 | 2.000 | 2.000 | $1,100.00 | $0.00 | $2,200.00 | |
| 0036 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 4.000 | 1.000 | 1.000 | $2,445.00 | $0.00 | $2,445.00 | |
| 0037 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 17.000 | 6.000 | 6.000 | $3,800.00 | $0.00 | $22,800.00 | |
| 0038 | INLET CI DES. 3 (2D) | 611(G) 5125 | EA | 2.000 | 2.000 | 2.000 | $4,175.00 | $0.00 | $8,350.00 | |
| 0039 | INLET (SMD-TYPE 1) | 611(G) 6000 | EA | 3.000 | 2.000 | 2.000 | $3,623.00 | $0.00 | $7,246.00 | |
| 0040 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 35.000 | 29.290 | 29.290 | $315.00 | $0.00 | $9,226.35 | |
| 0041 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 8.000 | 6.000 | 6.000 | $125.00 | $0.00 | $750.00 | |
| 0042 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 1.000 | 1.000 | 1.000 | $575.00 | $0.00 | $575.00 | |
| 0043 | VALVE BOXES ADJUST TO GRADE | 612(E) 0647 | EA | 14.000 | 11.000 | 11.000 | $105.00 | $0.00 | $1,155.00 | |
| 0044 | METER BOXES ADJUST TO GRADE | 612(F) 0648 | EA | 7.000 | 4.000 | 4.000 | $125.00 | $0.00 | $500.00 | |
| 0045 | 15" R.C.PIPE CLASS III | 613(A) 0403 | LF | 250.000 | 200.000 | 200.000 | $24.50 | $0.00 | $4,900.00 | |
| 0046 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 448.000 | 447.000 | 447.000 | $31.00 | $0.00 | $13,857.00 | |
| 0047 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 78.000 | 0.000 | 0.000 | $57.25 | $0.00 | $0.00 | |
| 0048 | 18" R.C.PIPE CLASS V | 613(A) 0594 | LF | 583.000 | 304.910 | 304.910 | $31.00 | $0.00 | $9,452.21 | |
| 0049 | 24" R.C.PIPE CLASS V | 613(A) 0595 | LF | 84.000 | 84.000 | 84.000 | $31.00 | $0.00 | $2,604.00 | |
| 0050 | 15" R.C.PIPE CLASS V | 613(A) 0630 | LF | 160.000 | 89.500 | 89.500 | $31.00 | $0.00 | $2,774.50 | |
| 0051 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 542.000 | 1,793.000 | 1,793.000 | $8.00 | $0.00 | $14,344.00 | |
| 0052 | 15" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5724 | EA | 2.000 | 0.000 | 0.000 | $445.00 | $0.00 | $0.00 | |
| 0053 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 1.000 | 4.000 | 4.000 | $445.00 | $0.00 | $1,780.00 | |
| 0054 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5734 | EA | 1.000 | 0.000 | 0.000 | $820.00 | $0.00 | $0.00 | |
| 0055 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 4.000 | 0.000 | 0.000 | $1,150.00 | $0.00 | $0.00 | |
| 0056 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 1.000 | 4.000 | 4.000 | $1,550.00 | $0.00 | $6,200.00 | |
| 0057 | STANDARD BEDDING MATERIAL, CLASS B | 613(S) 1186 | CY | 84.000 | 302.900 | 302.900 | $42.00 | $0.00 | $12,721.80 | |
| 0058 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 460.000 | 306.500 | 306.500 | $25.00 | $0.00 | $7,662.50 | |
| 0059 | PIPE UNDERDRAIN COVER MAT'L. | 613(U) 1100 | CY | 446.000 | 0.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
| 0060 | TRENCH EXCAVATION | 613(V) 1180 | CY | 974.000 | 663.230 | 663.230 | $5.25 | $0.00 | $3,481.95 | |
| 0061 | FIRE HYDRANT EXTENSION | 616(G) 1193 | EA | 1.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
| 0062 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0063 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 6,666.000 | 5,134.000 | 5,134.000 | $5.00 | $0.00 | $25,670.00 | |
| 0064 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 99.000 | 5,713.130 | 5,713.130 | $5.00 | $0.00 | $28,565.65 | |
| 0065 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 15,565.000 | 15,880.080 | 15,880.080 | $3.00 | $0.00 | $47,640.24 | |
| 0066 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 4.000 | 3.000 | 3.000 | $300.00 | $0.00 | $900.00 | |
| 0067 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 1,108.000 | 960.840 | 960.840 | $5.00 | $0.00 | $4,804.20 | |
| 0068 | REMOVAL OF ASPHALT DRIVEWAY | 619(B) 4767 | SY | 925.000 | 349.810 | 349.810 | $3.00 | $0.00 | $1,049.43 | |
| 0069 | REMOVAL OF CONCRETE CURB OPENING | 619(B) 4775 | SY | 48.000 | 48.080 | 48.080 | $5.00 | $0.00 | $240.40 | |
| 0070 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 3,314.000 | 3,005.520 | 3,005.520 | $5.00 | $0.00 | $15,027.60 | |
| 0071 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 205.000 | 126.000 | 126.000 | $5.00 | $0.00 | $630.00 | |
| 0072 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 687.000 | 377.000 | 377.000 | $5.00 | $0.00 | $1,885.00 | |
| 0073 | SAWING PAVEMENT | 619(C) 0924 | LF | 5,415.000 | 1,418.670 | 1,418.670 | $2.00 | $0.00 | $2,837.34 | |
| 0074 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 7.000 | 7.000 | 7.000 | $73.00 | $0.00 | $511.00 | |
| 0075 | MAILBOX | 629(C) 4960 | EA | 7.000 | 7.000 | 7.000 | $26.25 | $0.00 | $183.75 | |
| 0076 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 7.000 | 7.000 | 7.000 | $15.75 | $0.00 | $110.25 | |
| 0077 | (PL)RESET OF PULL BOX | 805(B) 8728 | EA | 1.000 | 1.000 | 1.000 | $800.00 | $0.00 | $800.00 | |
| 8000 | FLY ASH | 307(A) 4200 | TON | 0.000 | 202.960 | 202.960 | $78.50 | $0.00 | $15,932.36 | |
| 8001 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 4,694.570 | 4,694.570 | $2.50 | $0.00 | $11,736.43 | |
| 8002 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 0.000 | 24.000 | 24.000 | $78.00 | $0.00 | $1,872.00 | |
| 8003 | REPLACEMENT OF MANHOLE FRAME & COVER | 611(C) 4215 | EA | 0.000 | 1.000 | 1.000 | $550.00 | $0.00 | $550.00 | |
| 8004 | INLET CI DES. 1 (STD) | 611(G) 5100 | EA | 0.000 | 1.000 | 1.000 | $2,270.00 | $0.00 | $2,270.00 | |
| 8005 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 0.000 | 6.000 | 6.000 | $2,500.00 | $0.00 | $15,000.00 | |
| 8006 | RETAINING WALL | 510(A) 6333 | SY | 0.000 | 36.130 | 36.130 | $334.02 | $0.00 | $12,068.14 | |
| Subtotals For Category 0001/ROADWAY | $0.00 | $1,972,993.49 | ||||||||
| Fed/State Project Number: STP-114B(256)AG | Project: 26840(04) | Category: 0300/TRAFFIC | ||||||||
| 0078 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 1.040 | 1.040 | 1.040 | $315.00 | $0.00 | $327.60 | |
| 0079 | REINFORCING STEEL | 804(B) 2916 | LB | 24.000 | 24.000 | 24.000 | $1.58 | $0.00 | $37.92 | |
| 0080 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 14.000 | 8.000 | 8.000 | $31.50 | $0.00 | $252.00 | |
| 0081 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 83.120 | 36.500 | 36.500 | $18.90 | $0.00 | $689.85 | |
| 0082 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 167.500 | 59.500 | 59.500 | $8.93 | $0.00 | $531.34 | |
| 0083 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 13.000 | 13.000 | 13.000 | $14.70 | $0.00 | $191.10 | |
| 0084 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 15,770.000 | 15,770.000 | 15,770.000 | $0.45 | $0.00 | $7,096.50 | |
| 0085 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 3,681.000 | 3,681.000 | 3,681.000 | $0.68 | $0.00 | $2,503.08 | |
| 0086 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 296.000 | 296.000 | 296.000 | $0.90 | $0.00 | $266.40 | |
| 0087 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 1,073.000 | 1,073.000 | 1,073.000 | $2.73 | $0.00 | $2,929.29 | |
| 0088 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 13.000 | 2.000 | 2.000 | $73.00 | $0.00 | $146.00 | |
| 0089 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $21,394.00 | $0.00 | $21,394.00 | |
| Subtotals For Category 0300/TRAFFIC | $0.00 | $36,365.08 | ||||||||
| Fed/State Project Number: STP-114B(256)AG | Project: 26840(04) | Category: 0600/STAKING | ||||||||
| 0090 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $20,500.00 | $0.00 | $20,500.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $20,500.00 | ||||||||
| Fed/State Project Number: STP-114B(256)AG | Project: 26840(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0091 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
| 0092 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $46,000.00 | $0.00 | $46,000.00 | |
| 8007 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $-80,250.00 | $0.00 | $-80,250.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $-32,750.00 | ||||||||
| Fed/State Project Number: STP-114B(256)AG | Project: 26840(04) | Category: 0900/NON PARTICIPATING | ||||||||
| 0093 | FENCE-STYLE WWF | 624(A) 4281 | LF | 716.000 | 716.000 | 716.000 | $4.25 | $0.00 | $3,043.00 | |
| 0094 | FENCE-STYLE CLF (4'HIGH, CLASS A) | 624(E) 4288 | LF | 168.000 | 180.000 | 180.000 | $24.85 | $0.00 | $4,473.00 | |
| Subtotals For Category 0900/NON PARTICIPATING | $0.00 | $7,516.00 | ||||||||
| Subtotals For Project STP-114B(256)AG /26840(04) | $0.00 | $2,004,624.57 | ||||||||