| Contract ID: | 110380 | Estimate Number: | 0021 , Final | Spec Year: | 2009 | |||
| Primary JP: | 22953(04) | Residency: | PERRY (04100) | Contract No: | 710322 | |||
| Date Created: | 06/05/2013 | Contractor FEI: | 730703325 | Account No: | 436400 |
| Project Number(s): | STP-136D(117)CI | ||||||||
| Contract Description: | GRADE, DRAIN, AND SURFACE CITY STREETS: ON HUBBARD RD. IN PONCA CITY, FROM WAVERLY RD. EXTEND EAST; ON WAVERLY RD., FROM HUBBARD RD., EXTEND SOUTH. PROJECT LENGTH = 0.175 MILES. | ||||||||
| Primary County: | KAY | ||||||||
| Name of Road: | CITY STREET | ||||||||
| Prime Contractor: | EVANS & ASSOCIATES CONSTRUCTION CO., INC. | Time Charged: | 237.00 | ||||||
| P. O. BOX 30 | Time Allowed: | 237.00 | |||||||
| PONCA CITY , OK 74602 | Percent Time: | 100.00 % | |||||||
| Paid To Date: | $3,148,230.25 | 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. |
| EVANS & ASSOCIATES 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: | 110380 | Estimate Number: | 0021 | Contract No: | 710322 | |||
| Residency: | PERRY (04100) | Estimate Type: | Final | Account No: | 436400 | |||
| Project Number(s): | STP-136D(117)CI | ||||||||||||
| Primary Job Piece No: | 22953(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, AND SURFACE CITY STREETS: ON HUBBARD RD. IN PONCA CITY, FROM WAVERLY RD. EXTEND EAST; ON WAVERLY RD., FROM HUBBARD RD., EXTEND SOUTH. PROJECT LENGTH = 0.175 MILES. | ||||||||||||
| Primary County: | KAY | ||||||||||||
| Name of Road: | CITY STREET | ||||||||||||
| Prime Contractor: | EVANS & ASSOCIATES CONSTRUCTION CO., INC. | ||||||||||||
| P. O. BOX 30 | |||||||||||||
| PONCA CITY , OK 74602 | |||||||||||||
| Surety Company: | MID-CONTINENT CASUALTY COMPANY | ||||||||||||
| Date Let: | 08/18/2011 | NTP Effective Date: | 12/05/2011 | Pay Period: | 04/23/2013 TO 06/05/2013 |
| Date Awarded: | 09/12/2011 | Date Work Began: | 02/21/2012 | Original Contract Time: | 200 |
| Date Contract Executed: | 09/20/2011 | Date Time Stopped: | 12/07/2012 | Current Time Charged: | 237.00 |
| Date NTP Issued: | 09/22/2011 | Completion Date: | 12/07/2012 | Current Time Allowed: | 237.00 |
| General Liability Expires: | 05/01/2014 | Workman's Comp Expires: | 05/01/2014 | Percent Time Used: | 100.00 % |
| Specification Year: | 2009 | ||||
| Current Contract Amount: | $3,148,230.23 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $3,181,697.06 | Participating: | $2,034,065.43 | $2,034,065.43 | $0.00 | ||
| Percent Complete: | 100 % | Non Participating: | $1,114,164.82 | $1,114,164.82 | $0.00 | ||
| Funds Available: | $-0.02 | Total Earnings: | $3,148,230.25 | $3,148,230.25 | $0.00 | ||
| Unearned Balance: | $33,466.81 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
| Gross Earnings: | $3,148,230.25 | $3,148,230.25 | $0.00 | ||||
| Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $3,148,230.25 | $3,148,230.25 | $0.00 | ||||
| Contract ID: | 110380 | Estimate Number: | 0021 | Primary JP: | 22953(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | ADD 16 DAYS FOR UTILITY RELOCATIONS & ADD FIELD OFFICE | Approved | 12/22/2011 | 16.0 | $7,500.00 |
| 002 | CHANGE TYPICAL SEC. & TYPE OF ASPHALT, ADD ITEMS - NON PART. | Approved | 06/04/2012 | 0.0 | $26,713.02 |
| 003 | CHANGE TYPICAL SEC. & TYPE OF ASPHALT, ADD ITEMS--KAY COUNTY | Approved | 06/04/2012 | 0.0 | $14,563.24 |
| 004 | ADD 21 CALENDAR DAYS FOR ADDITIONAL WORK | Approved | 11/01/2012 | 21.0 | $0.00 |
| 005 | TRANSFER 2012 ASPHALT SPEC ON TYPE S4 TO THIS PROJECT | Approved | 11/01/2012 | 0.0 | $0.00 |
| 006 | MOVE ASPHALT BINDER ADJUSTMENT AND ADD ASPHALT DEDUCTION | Approved | 04/11/2013 | 0.0 | $-195.00 |
| 007 | FINAL QUANTITY CHANGE ORDER | Approved | 06/03/2013 | 0.0 | $-82,048.09 |
| 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 | 0016 | --2.0 | $1,000.00 | $-2,000.00 |
| System Application of Liquidated Damages | 0017 | -2.0 | $1,000.00 | $2,000.00 | Subtotals For Liquidated Damages | $0.00 |
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| LD Adjustment (Prog. Est. Only) | 0016 | $2,000.00 |
| LD Adjustment (Prog. Est. Only) | 0017 | $-2,000.00 | 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 |
| 22953(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0013 | 0.00 | $0.00 | $-614.73 |
| 22953(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0014 | 0.00 | $0.00 | $-950.17 |
| 22953(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0020 | 0.00 | $0.00 | $1,564.90 |
| 22953(04) | 0064 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 1,314.71 | $0.55 | $733.02 |
| 22953(04) | 0064 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 75.82 | $0.55 | $42.27 |
| 22953(04) | 0064 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $-775.29 | Subtotals For Line Item Adjustments | $0.00 | * = 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: | 110380 | Estimate Number: | 0021 | Primary JP: | 22953(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-136D(117)CI | Project: 22953(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 12,019.000 | 12,019.000 | 12,019.000 | $6.21 | $0.00 | $74,637.99 | |
| 0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 20,719.000 | 20,733.950 | 20,733.950 | $11.35 | $0.00 | $235,330.33 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $29,400.00 | $0.00 | $29,400.00 | |
| 0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,745.000 | 1,624.000 | 1,624.000 | $2.00 | $0.00 | $3,248.00 | |
| 0006 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 2.000 | 2.000 | 2.000 | $150.00 | $0.00 | $300.00 | |
| 0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 1,610.000 | 756.000 | 756.000 | $4.25 | $0.00 | $3,213.00 | |
| 0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 34,589.000 | 46,827.050 | 46,827.050 | $2.00 | $0.00 | $93,654.10 | |
| 0009 | WATERING | 230(F) 2812 | KGAL | 1,310.000 | 753.300 | 753.300 | $7.50 | $0.00 | $5,649.75 | |
| 0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 6.320 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 0011 | FLY ASH | 307(A) 4200 | TON | 1,295.000 | 2,485.460 | 2,485.460 | $48.00 | $0.00 | $119,302.08 | |
| 0012 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 29,610.000 | 29,611.570 | 29,611.570 | $2.75 | $0.00 | $81,431.82 | |
| 0013 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 500.000 | 71.990 | 71.990 | $25.00 | $0.00 | $1,799.75 | |
| 0014 | TACK COAT | 407(B) 0250 | GAL | 2,815.000 | 3,962.500 | 3,962.500 | $2.50 | $0.00 | $9,906.25 | |
| 0015 | PRIME COAT | 408 5774 | GAL | 6,010.000 | 0.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
| 0016 | SUPERPAVE, TYPE S2(PG 64-22 OK) | 411(A) 5930 | TON | 6,289.000 | 0.000 | 0.000 | $67.58 | $0.00 | $0.00 | |
| 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 5,007.000 | 11,017.220 | 11,017.220 | $65.58 | $0.00 | $722,509.29 | |
| 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 3,264.000 | 0.000 | 0.000 | $88.27 | $0.00 | $0.00 | |
| 0019 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 588.140 | 85.010 | 85.010 | $7.00 | $0.00 | $595.07 | |
| 0020 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 215.900 | 215.800 | 215.800 | $450.00 | $0.00 | $97,110.00 | |
| 0021 | CLASS C CONCRETE | 509(D) 0325 | CY | 50.000 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 0022 | REINFORCING STEEL | 511(A) 0332 | LB | 36,841.000 | 37,244.000 | 37,244.000 | $1.00 | $0.00 | $37,244.00 | |
| 0023 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 1,000.000 | 358.070 | 358.070 | $35.00 | $0.00 | $12,532.45 | |
| 0024 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 123.000 | 0.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
| 0025 | 1'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1514 | LF | 318.000 | 0.000 | 0.000 | $18.00 | $0.00 | $0.00 | |
| 0026 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 2.000 | 0.000 | 0.000 | $4,500.00 | $0.00 | $0.00 | |
| 0027 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 42.000 | 0.000 | 0.000 | $71.84 | $0.00 | $0.00 | |
| 0028 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 194.000 | 194.000 | 194.000 | $101.97 | $0.00 | $19,782.18 | |
| 0029 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 214.000 | 214.000 | 214.000 | $124.30 | $0.00 | $26,600.20 | |
| 0030 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 38.000 | 176.000 | 176.000 | $60.38 | $0.00 | $10,626.88 | |
| 0031 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 2.000 | 2.000 | 2.000 | $1,150.00 | $0.00 | $2,300.00 | |
| 0032 | TYPE A4 SLOPED CONCRETE END SECTION | 613(N) 7500 | EA | 1.000 | 0.000 | 0.000 | $1,150.00 | $0.00 | $0.00 | |
| 0033 | TYPE C4 SLOPED CONCRETE END SECTION | 613(N) 7502 | EA | 8.000 | 8.000 | 8.000 | $2,300.00 | $0.00 | $18,400.00 | |
| 0034 | TYPE D4 SLOPED CONCRETE END SECTION | 613(N) 7503 | EA | 8.000 | 8.000 | 8.000 | $2,755.00 | $0.00 | $22,040.00 | |
| 0035 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
| 0036 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 19,135.000 | 16,728.280 | 16,728.280 | $2.07 | $0.00 | $34,627.54 | |
| 0037 | SAWING PAVEMENT | 619(C) 0924 | LF | 815.000 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 8005 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 0.000 | 3,078.790 | 3,078.790 | $81.13 | $0.00 | $249,782.24 | |
| 8006 | 1'-8" COMB.CRB.& GUT.(6" BARRIER) | 609(B) 1513 | LF | 0.000 | 290.000 | 290.000 | $16.40 | $0.00 | $4,756.00 | |
| 8008 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $970.29 | $0.00 | $-970.29 | |
| Subtotals For Category 0100/ROADWAY | $0.00 | $1,940,808.63 | ||||||||
| Fed/State Project Number: STP-136D(117)CI | Project: 22953(04) | Category: 0301/SIGNING & STRIPING | ||||||||
| 0038 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 35.720 | 94.520 | 94.520 | $25.00 | $0.00 | $2,363.00 | |
| 0039 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 120.000 | 197.000 | 197.000 | $10.00 | $0.00 | $1,970.00 | |
| 0040 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 25,500.000 | 15,873.000 | 15,873.000 | $0.60 | $0.00 | $9,523.80 | |
| Subtotals For Category 0301/SIGNING & STRIPING | $0.00 | $13,856.80 | ||||||||
| Fed/State Project Number: STP-136D(117)CI | Project: 22953(04) | Category: 0302/TEMPORARY TRAFFIC CONTROL | ||||||||
| 0041 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 4,380.000 | 0.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
| 0042 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,555.000 | 0.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
| 0043 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,285.000 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0044 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 6,570.000 | 0.000 | 0.000 | $0.25 | $0.00 | $0.00 | |
| 0045 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
| Subtotals For Category 0302/TEMPORARY TRAFFIC CONTROL | $0.00 | $15,000.00 | ||||||||
| Fed/State Project Number: STP-136D(117)CI | Project: 22953(04) | Category: 0600/STAKING | ||||||||
| 0046 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $10,100.00 | $0.00 | $10,100.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $10,100.00 | ||||||||
| Fed/State Project Number: STP-136D(117)CI | Project: 22953(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0047 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
| 0048 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $36,800.00 | $0.00 | $36,800.00 | |
| 8000 | FIELD OFFICE | 640(A) 1426 | EA | 0.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $54,300.00 | ||||||||
| Fed/State Project Number: STP-136D(117)CI | Project: 22953(04) | Category: 0900/ROADWAY (NON PARTICIPATING) | ||||||||
| 0049 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
| 0050 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 6,755.000 | 6,755.000 | 6,755.000 | $6.21 | $0.00 | $41,948.55 | |
| 0051 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 734.000 | 1,294.650 | 1,294.650 | $11.35 | $0.00 | $14,694.28 | |
| 0052 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $14,485.00 | $0.00 | $14,485.00 | |
| 0053 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 4,670.000 | 4,109.000 | 4,109.000 | $2.00 | $0.00 | $8,218.00 | |
| 0054 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 18.000 | 0.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
| 0055 | SOLID SLAB SODDING | 230(A) 2806 | SY | 7,621.000 | 16,869.810 | 16,869.810 | $2.00 | $0.00 | $33,739.62 | |
| 0056 | WATERING | 230(F) 2812 | KGAL | 300.000 | 153.900 | 153.900 | $7.50 | $0.00 | $1,154.25 | |
| 0057 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.470 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 0058 | FLY ASH | 307(A) 4200 | TON | 541.000 | 716.170 | 716.170 | $48.00 | $0.00 | $34,376.16 | |
| 0059 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 12,290.000 | 12,626.690 | 12,626.690 | $2.75 | $0.00 | $34,723.40 | |
| 0060 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 100.000 | 88.670 | 88.670 | $25.00 | $0.00 | $2,216.75 | |
| 0061 | TACK COAT | 407(B) 0250 | GAL | 1,059.000 | 1,900.000 | 1,900.000 | $2.50 | $0.00 | $4,750.00 | |
| 0062 | PRIME COAT | 408 5774 | GAL | 2,646.000 | 0.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
| 0063 | SUPERPAVE, TYPE S2(PG 64-22 OK) | 411(A) 5930 | TON | 2,317.000 | 0.000 | 0.000 | $67.58 | $0.00 | $0.00 | |
| 0064 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 1,827.000 | 4,980.310 | 4,980.310 | $65.58 | $0.00 | $326,608.73 | |
| 0065 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 1,194.000 | 0.000 | 0.000 | $88.27 | $0.00 | $0.00 | |
| 0066 | CLASS C CONCRETE | 509(D) 0325 | CY | 25.000 | 10.150 | 10.150 | $500.00 | $0.00 | $5,075.00 | |
| 0067 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 189.000 | 0.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
| 0068 | 1'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1514 | LF | 6,444.000 | 0.000 | 0.000 | $18.00 | $0.00 | $0.00 | |
| 0069 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 4.000 | 4.000 | 4.000 | $4,500.00 | $0.00 | $18,000.00 | |
| 0070 | INLET W/LRG. JCT. BOX, CI, DES.2(D) | 611(G) 5874 | EA | 1.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
| 0071 | INLET W/LRG. JCT. BOX, CI, DES.3(D) | 611(G) 5886 | EA | 3.000 | 3.000 | 3.000 | $8,000.00 | $0.00 | $24,000.00 | |
| 0072 | INLET W/SMALL JCT. BOX, CI, DES.2 | 611(G) 5970 | EA | 3.000 | 5.000 | 5.000 | $4,500.00 | $0.00 | $22,500.00 | |
| 0073 | INLET W/SMALL JCT. BOX, CI, DES.2(B) | 611(G) 5972 | EA | 3.000 | 3.000 | 3.000 | $6,000.00 | $0.00 | $18,000.00 | |
| 0074 | INLET W/SMALL JCT. BOX, CI, DES.3(D) | 611(G) 5986 | EA | 4.000 | 4.000 | 4.000 | $7,000.00 | $0.00 | $28,000.00 | |
| 0075 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 826.000 | 797.000 | 797.000 | $43.20 | $0.00 | $34,430.40 | |
| 0076 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 966.000 | 820.000 | 820.000 | $53.60 | $0.00 | $43,952.00 | |
| 0077 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 300.000 | 288.000 | 288.000 | $61.26 | $0.00 | $17,642.88 | |
| 0078 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 555.000 | 528.000 | 528.000 | $73.13 | $0.00 | $38,612.64 | |
| 0079 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 38.000 | 130.000 | 130.000 | $59.48 | $0.00 | $7,732.40 | |
| 0080 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 1.000 | 1.000 | 1.000 | $1,000.00 | $0.00 | $1,000.00 | |
| 0081 | TYPE A4 SLOPED CONCRETE END SECTION | 613(N) 7500 | EA | 2.000 | 2.000 | 2.000 | $1,150.00 | $0.00 | $2,300.00 | |
| 0082 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
| 0083 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 9,073.000 | 9,073.000 | 9,073.000 | $2.07 | $0.00 | $18,781.11 | |
| 0084 | SAWING PAVEMENT | 619(C) 0924 | LF | 190.000 | 61.000 | 61.000 | $3.00 | $0.00 | $183.00 | |
| 8001 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 0.000 | 1,268.760 | 1,268.760 | $81.13 | $0.00 | $102,934.50 | |
| 8002 | CONC.CURB(6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 0.000 | 116.000 | 116.000 | $14.40 | $0.00 | $1,670.40 | |
| 8003 | 1'-8" COMB.CRB.& GUT.(6" BARRIER) | 609(B) 1513 | LF | 0.000 | 6,182.000 | 6,182.000 | $16.40 | $0.00 | $101,384.80 | |
| 8004 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 0.000 | 357.770 | 357.770 | $76.96 | $0.00 | $27,533.98 | |
| 8007 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | $775.29 | $0.00 | $775.29 | |
| Subtotals For Category 0900/ROADWAY (NON PARTICIPATING) | $0.00 | $1,063,923.14 | ||||||||
| Fed/State Project Number: STP-136D(117)CI | Project: 22953(04) | Category: 0901/SIGNING AND STRIPING (NON PARTICIPATING) | ||||||||
| 0085 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 14.000 | 0.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
| 0086 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 30.000 | 0.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0087 | DELINEATORS(TYPE 1, CODE 3) | 853 9030 | EA | 11.000 | 0.000 | 0.000 | $35.00 | $0.00 | $0.00 | |
| 0088 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 8,300.000 | 8,269.000 | 8,269.000 | $0.60 | $0.00 | $4,961.40 | |
| 0089 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 650.000 | 343.000 | 343.000 | $1.00 | $0.00 | $343.00 | |
| 0090 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 6.000 | 8.000 | 8.000 | $125.00 | $0.00 | $1,000.00 | |
| Subtotals For Category 0901/SIGNING AND STRIPING (NON PARTICIPATING) | $0.00 | $6,304.40 | ||||||||
| Fed/State Project Number: STP-136D(117)CI | Project: 22953(04) | Category: 0902/STAKING (NON PARTICIPATING) | ||||||||
| 0091 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $10,100.00 | $0.00 | $10,100.00 | |
| Subtotals For Category 0902/STAKING (NON PARTICIPATING) | $0.00 | $10,100.00 | ||||||||
| Fed/State Project Number: STP-136D(117)CI | Project: 22953(04) | Category: 0903/CONSTRUCTION (NON PARTICIPATING) | ||||||||
| 0092 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $33,837.28 | $0.00 | $33,837.28 | |
| Subtotals For Category 0903/CONSTRUCTION (NON PARTICIPATING) | $0.00 | $33,837.28 | ||||||||
| Subtotals For Project STP-136D(117)CI /22953(04) | $0.00 | $3,148,230.25 | ||||||||