| Contract ID: | 100611 | Estimate Number: | 0034 , Final | Spec Year: | 2009 | |||
| Primary JP: | 24142(04) | Residency: | CEC CORP. (AKA COBB) (03003) | Contract No: | 610881 | |||
| Date Created: | 04/08/2016 | Contractor FEI: | 731250477 | Account No: | 400300 |
| Project Number(s): | STPY-144C(121) | ||||||||
| Contract Description: | WIDENING, RESURFACE, AND BRIDGE SH-39: FROM 1.78 MILES EAST OF THE SH-24 JUNCTION, EXTEND EAST. PROJECT LENGTH = 5.051 MILES. | ||||||||
| Primary County: | MCCLAIN | ||||||||
| Name of Road: | SH-39 | ||||||||
| Prime Contractor: | MARKWELL PAVING COMPANY, INC. | Time Charged: | 412.00 | ||||||
| P.O. BOX 82005 | Time Allowed: | 412.00 | |||||||
| OKLAHOMA CITY , OK 73148 | Percent Time: | 100.00 % | |||||||
| Paid To Date: | $7,247,255.25 | Payable This Statement: | $22,652.12 |
| 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: | 100611 | Estimate Number: | 0034 | Contract No: | 610881 | |||
| Residency: | CEC CORP. (AKA COBB) (03003) | Estimate Type: | Final | Account No: | 400300 | |||
| Project Number(s): | STPY-144C(121) | ||||||||||||
| Primary Job Piece No: | 24142(04) | ||||||||||||
| Contract Description: | WIDENING, RESURFACE, AND BRIDGE SH-39: FROM 1.78 MILES EAST OF THE SH-24 JUNCTION, EXTEND EAST. PROJECT LENGTH = 5.051 MILES. | ||||||||||||
| Primary County: | MCCLAIN | ||||||||||||
| Name of Road: | SH-39 | ||||||||||||
| Prime Contractor: | MARKWELL PAVING COMPANY, INC. | ||||||||||||
| P.O. BOX 82005 | |||||||||||||
| OKLAHOMA CITY , OK 73148 | |||||||||||||
| Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
| Date Let: | 11/18/2010 | NTP Effective Date: | 04/04/2011 | Pay Period: | 11/16/2012 TO 02/15/2016 |
| Date Awarded: | 12/06/2010 | Date Work Began: | 04/04/2011 | Original Contract Time: | 365 |
| Date Contract Executed: | 12/22/2010 | Date Time Stopped: | 12/19/2012 | Current Time Charged: | 412.00 |
| Date NTP Issued: | 01/04/2011 | Completion Date: | 12/19/2012 | Current Time Allowed: | 412.00 |
| General Liability Expires: | 04/01/2017 | Workman's Comp Expires: | 04/01/2017 | Percent Time Used: | 100.00 % |
| Specification Year: | 2009 | ||||
| Bid Amount: | $6,839,607.41 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $7,422,359.18 | Participating: | $6,992,750.28 | $6,977,637.08 | $15,113.20 | ||
| Percent Complete: | 97.64 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $175,103.93 | Total Earnings: | $6,992,750.28 | $6,977,637.08 | $15,113.20 | ||
| Stockpiled Materials: | $0.00 | $0.01 | $-0.01 | ||||
| Gross Earnings: | $6,992,750.28 | $6,977,637.09 | $15,113.19 | ||||
| Other Adjustments: | $254,504.97 | $246,966.04 | $7,538.93 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $7,247,255.25 | $7,224,603.13 | $22,652.12 | ||||
| Contract ID: | 100611 | Estimate Number: | 0034 | Primary JP: | 24142(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Add Smoothness Special Provision | Approved | 05/09/2011 | 0.0 | $0.00 |
| 002 | Add items and revise method of measurement | Approved | 06/24/2011 | 0.0 | $38,385.10 |
| 003 | 36" Elbows and 18" CGSP | Approved | 06/06/2011 | 0.0 | $5,723.36 |
| 004 | Remove Drift and Silt from existing structures | Approved | 11/02/2011 | 0.0 | $2,326.50 |
| 005 | Removal of Concrete Drive | Approved | 12/06/2011 | 0.0 | $5,413.10 |
| 006 | Asphalt Binder Adjustment #1 | Approved | 01/10/2012 | 0.0 | $53,822.60 |
| 007 | Asphalt Binder Adjustment #2 | Approved | 03/05/2012 | 0.0 | $21,554.93 |
| 008 | Asphalt Binder Adjustment #3 | Approved | 04/02/2012 | 0.0 | $142,021.59 |
| 009 | Add'l appropriations for overruns | Approved | 06/04/2012 | 0.0 | $262,399.00 |
| 010 | Time Adjustment | Approved | 09/07/2012 | 47.0 | $0.00 |
| 011 | Pavement Smoothness Incentive | Approved | 10/09/2012 | 0.0 | $51,105.59 |
| 012 | FQCO | Approved | 11/03/2015 | 0.0 | $-174,520.02 |
| 013 | Substandard Item | Approved | 01/12/2016 | 0.0 | $-4,029.86 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 24142(04) | 0023 | Stockpiled Material Closure | 0034 | $-0.01 | |
| 24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0016 | $-2,613.95 |
| 24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0015 | $-708.05 |
| 24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0014 | $-10,601.00 |
| 24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Initial Payment | 0005 | $13,923.00 |
| 24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0014 | $-10,096.19 |
| 24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0020 | $-1,322.41 |
| 24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0019 | $-4,459.14 |
| 24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0018 | $-1,343.34 |
| 24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0017 | $-6,218.69 |
| 24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0016 | $-8,270.89 |
| 24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Adjustment | 0015 | $-674.33 |
| 24142(04) | 0023 | 6 oz Seperator Fabric | Stockpiled Material Initial Payment | 0005 | $32,385.00 |
| 24142(04) | 0027 | Mirapave 500 Paving Fabric | Stockpiled Material Closure | 0029 | $-427.71 |
| 24142(04) | 0027 | Mirapave 500 Paving Fabric | Stockpiled Material Adjustment | 0024 | $-1,364.87 |
| 24142(04) | 0027 | Mirapave 500 Paving Fabric | Stockpiled Material Adjustment | 0020 | $-1,723.46 |
| 24142(04) | 0027 | Mirapave 500 Paving Fabric | Stockpiled Material Adjustment | 0023 | $-1,952.85 |
| 24142(04) | 0027 | Mirapave 500 Paving Fabric | Stockpiled Material Initial Payment | 0005 | $6,900.00 |
| 24142(04) | 0027 | Mirapave 500 Paving Fabric | Stockpiled Material Adjustment | 0022 | $-603.11 |
| 24142(04) | 0027 | Mirapave 500 Paving Fabric | Stockpiled Material Adjustment | 0021 | $-828.00 |
| 24142(04) | 0071 | Barbed Wire Fence, Posts, etc. | Stockpiled Material Closure | 0029 | $-5,399.21 |
| 24142(04) | 0071 | Barbed Wire Fence, Posts, etc. | Stockpiled Material Adjustment | 0015 | $-5,385.21 |
| 24142(04) | 0071 | Barbed Wire Fence, Posts, etc. | Stockpiled Material Adjustment | 0010 | $-5,950.10 |
| 24142(04) | 0071 | Barbed Wire Fence, Posts, etc. | Stockpiled Material Adjustment | 0006 | $-5,662.99 |
| 24142(04) | 0071 | Barbed Wire Fence, Posts, etc. | Stockpiled Material Adjustment | 0005 | $-1,143.80 |
| 24142(04) | 0071 | Barbed Wire Fence, Posts, etc. | Stockpiled Material Initial Payment | 0002 | $23,996.50 |
| 24142(04) | 0071 | Barbed Wire Fence, Posts, etc. | Stockpiled Material Adjustment | 0004 | $-455.19 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0027 | --1.0 | $1,000.00 | $-1,000.00 |
| System Application of Liquidated Damages | 0028 | --12 | $1,000.00 | $-12,000.00 |
| System Application of Liquidated Damages | 0029 | --5.0 | $1,000.00 | $-5,000.00 |
| System Application of Liquidated Damages | 0030 | --17 | $1,000.00 | $-17,000.00 |
| System Application of Liquidated Damages | 0031 | --12 | $1,000.00 | $-12,000.00 |
| System Application of Liquidated Damages | 0032 | -47.0 | $1,000.00 | $47,000.00 | Subtotals For Liquidated Damages | $0.00 |
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 4,442.39 | $4.70 | $20,901.67 |
| 24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 276.18 | $4.70 | $1,299.44 |
| 24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 11.90 | $3.76 | $44.75 |
| 24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 5,906.50 | $3.76 | $22,208.74 |
| 24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 1,162.29 | $3.76 | $4,370.27 |
| 24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 1,459.32 | $3.76 | $5,487.12 |
| 24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 4,322.63 | $3.76 | $16,253.31 |
| 24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 5,813.24 | $3.76 | $21,858.07 |
| 24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 2,719.70 | $3.86 | $10,511.78 |
| 24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 2,418.88 | $3.86 | $9,349.09 |
| 24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 2,821.95 | $3.86 | $10,906.98 |
| 24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 6,273.49 | $3.86 | $24,247.35 |
| 24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 279.96 | $4.91 | $1,376.02 |
| 24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 29.99 | $5.75 | $172.59 |
| 24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0034 | 1.00 | $-2,237.20 | $-2,237.20 |
| 24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0034 | 1.00 | $8,374.17 | $8,374.17 |
| 24142(04) | 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 1,184.37 | $-2.92 | $-3,458.42 |
| 24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 12.00 | $5.37 | $64.53 |
| 24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 1,730.17 | $5.37 | $9,303.47 |
| 24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 2,722.13 | $4.29 | $11,697.54 |
| 24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 261.28 | $4.41 | $1,154.13 |
| 24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 8,439.38 | $5.61 | $47,405.69 |
| 24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 5,606.92 | $5.61 | $31,495.19 |
| 24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 63.07 | $6.57 | $414.82 |
| 24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 16.00 | $6.57 | $105.24 |
| 24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 73.37 | $5.01 | $368.11 |
| 24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * SUBSTANDARD ITEM | 0032 | 0.00 | $0.00 | $-4,029.86 |
| 24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 124.69 | $-3.33 | $-416.12 |
| 24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0034 | 1.00 | $1,246.64 | $1,246.64 |
| 24142(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * SUBSTANDARD ITEM | 0034 | 1.00 | $4,029.86 | $4,029.86 | Subtotals For Line Item Adjustments | $254,504.97 | * = 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: | 100611 | Estimate Number: | 0034 | Primary JP: | 24142(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: STPY-144C(121) | Project: 24142(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $53,000.00 | $0.00 | $53,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 144,000.000 | 115,242.570 | -30,725.570 | 115,242.570 | $3.50 | $-107,539.50 | $403,348.99 |
| 0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 63,800.000 | 56,528.150 | 56,528.150 | $4.50 | $0.00 | $254,376.67 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $46,000.00 | $0.00 | $46,000.00 | |
| 0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 12,275.000 | 13,749.000 | 3,339.000 | 13,749.000 | $1.43 | $4,774.77 | $19,661.07 |
| 0006 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 16.000 | 0.000 | 0.000 | $79.50 | $0.00 | $0.00 | |
| 0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 1,316.000 | 0.000 | 0.000 | $6.89 | $0.00 | $0.00 | |
| 0008 | TEMPORARY ROCK FILTER DAM TYPE 1 | 221(G) 0150 | CY | 350.000 | 0.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
| 0009 | TEMPORARY ROCK FILTER DAM TYPE 3 | 221(G) 0152 | CY | 180.000 | 0.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
| 0010 | DITCH LINER PROTECTION | 229 4318 | LF | 6,080.000 | 0.000 | 0.000 | $1.65 | $0.00 | $0.00 | |
| 0011 | SOLID SLAB SODDING | 230(A) 2806 | SY | 113,400.000 | 144,372.550 | 137.550 | 144,372.550 | $1.37 | $188.44 | $197,790.39 |
| 0012 | WATERING | 230(F) 2812 | KGAL | 4,536.000 | 4,812.700 | 4,456.000 | 4,812.700 | $6.35 | $28,295.60 | $30,560.66 |
| 0013 | SEEDING METHOD B | 232(B) 2814 | AC | 11.000 | 0.000 | 0.000 | $320.00 | $0.00 | $0.00 | |
| 0014 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 32.500 | 22.570 | 8.590 | 22.570 | $210.00 | $1,803.90 | $4,739.70 |
| 0015 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 10.500 | 12.000 | 8.200 | 12.000 | $740.00 | $6,068.00 | $8,880.00 |
| 0016 | FERTILIZING (0-46-0) | 234(A) 4406 | TON | 2.450 | 2.000 | 2.000 | $850.00 | $0.00 | $1,700.00 | |
| 0017 | MOWING | 241 2832 | AC | 32.500 | 62.110 | 34.110 | 62.110 | $58.50 | $1,995.44 | $3,633.44 |
| 0018 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 16,810.000 | 17,914.520 | 23.250 | 17,914.520 | $21.50 | $499.88 | $385,162.20 |
| 0019 | FLY ASH | 307(A) 4200 | TON | 6,039.000 | 4,865.980 | 0.170 | 4,865.980 | $60.00 | $10.20 | $291,958.80 |
| 0020 | LIME | 307(D) 4230 | TON | 325.000 | 98.970 | 98.970 | $165.00 | $0.00 | $16,330.05 | |
| 0021 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 111,821.000 | 103,271.350 | -14,620.550 | 103,271.350 | $1.50 | $-21,930.83 | $154,907.04 |
| 0022 | LIME PRETREATMENT | 307(G) 4260 | SY | 22,350.000 | 9,011.510 | 9,011.510 | $2.00 | $0.00 | $18,023.02 | |
| 0023 | SEPARATOR FABRIC | 325 5271 | SY | 89,397.000 | 88,274.850 | -16,261.850 | 88,274.850 | $0.70 | $-11,383.30 | $61,792.39 |
| 0024 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 11,647.000 | 12,993.600 | 1,212.170 | 12,993.600 | $19.00 | $23,031.23 | $246,878.40 |
| 0025 | TACK COAT | 407(B) 0250 | GAL | 8,450.000 | 11,513.830 | 7,163.830 | 11,513.830 | $2.00 | $14,327.66 | $23,027.66 |
| 0026 | PRIME COAT | 408 5774 | GAL | 28,750.000 | 25,495.720 | 19,803.570 | 25,495.720 | $2.00 | $39,607.14 | $50,991.44 |
| 0027 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 16,660.000 | 14,070.210 | 14,070.210 | $0.70 | $0.00 | $9,849.15 | |
| 0028 | BITUMINOUS BINDER | 409(B) 4268 | GAL | 4,165.000 | 2,851.140 | -1,698.860 | 2,851.140 | $2.00 | $-3,397.72 | $5,702.28 |
| 0029 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 36,914.000 | 39,122.790 | 1,184.370 | 39,122.790 | $47.00 | $55,665.39 | $1,838,771.13 |
| 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 16,708.000 | 19,049.010 | 124.690 | 19,049.010 | $52.00 | $6,483.88 | $990,548.52 |
| 0031 | COLD MILLING PAVEMENT | 412 5267 | SY | 57,609.000 | 54,442.670 | 9,971.680 | 54,442.670 | $0.50 | $4,985.84 | $27,221.36 |
| 0032 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 291.000 | 291.000 | -39.875 | 291.000 | $10.60 | $-422.68 | $3,084.60 |
| 0033 | CLASS AA CONCRETE | 509(A) 0319 | CY | 622.000 | 551.770 | -30.660 | 551.770 | $295.50 | $-9,060.03 | $163,048.05 |
| 0034 | CLASS A CONCRETE | 509(B) 0321 | CY | 375.000 | 455.620 | 73.200 | 455.620 | $290.86 | $21,290.95 | $132,521.62 |
| 0035 | CLASS C CONCRETE | 509(D) 0325 | CY | 812.000 | 743.170 | -206.526 | 743.170 | $202.50 | $-41,821.52 | $150,491.94 |
| 0036 | REINFORCING STEEL | 511(A) 0332 | LB | 109,800.000 | 124,372.150 | 6,786.500 | 124,372.150 | $0.63 | $4,275.50 | $78,354.47 |
| 0037 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 65.000 | 161.910 | -149.010 | 161.910 | $45.00 | $-6,705.45 | $7,285.95 |
| 0038 | 2'-8" COMB. CURB & GUTTER (6" MNTBLE) | 609(B) 1524 | LF | 4,504.000 | 5,128.500 | 5,128.500 | $10.00 | $0.00 | $51,285.00 | |
| 0039 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 631.000 | 756.830 | 330.480 | 756.830 | $30.00 | $9,914.40 | $22,704.90 |
| 0040 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 6.000 | 7.000 | 7.000 | $2,810.00 | $0.00 | $19,670.00 | |
| 0041 | INLET CDI RCB DES. 2 | 611(G) 5388 | EA | 3.000 | 3.000 | 3.000 | $2,385.00 | $0.00 | $7,155.00 | |
| 0042 | INLET CDI 45SK RCP DES.4 | 611(G) 5800 | EA | 1.000 | 1.000 | 1.000 | $2,279.00 | $0.00 | $2,279.00 | |
| 0043 | INLET W/SMALL JCT. BOX, CI, DES.2(D) | 611(G) 5974 | EA | 1.000 | 1.000 | 1.000 | $4,450.00 | $0.00 | $4,450.00 | |
| 0044 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 5.000 | 6.000 | 1.000 | 6.000 | $2,332.00 | $2,332.00 | $13,992.00 |
| 0045 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 1.000 | 0.000 | 0.000 | $212.00 | $0.00 | $0.00 | |
| 0046 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 1,184.000 | 1,006.000 | -23.000 | 1,006.000 | $36.50 | $-839.50 | $36,719.00 |
| 0047 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 1,059.000 | 1,217.170 | -133.000 | 1,217.170 | $46.10 | $-6,131.30 | $56,111.54 |
| 0048 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 430.000 | 376.000 | -240.000 | 376.000 | $71.55 | $-17,172.00 | $26,902.80 |
| 0049 | 14" X 23" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4503 | LF | 51.000 | 0.000 | 0.000 | $68.90 | $0.00 | $0.00 | |
| 0050 | 24" X 38" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4505 | LF | 57.000 | 262.000 | 262.000 | $78.15 | $0.00 | $20,475.30 | |
| 0051 | 18" PRECOATED CORR. STEEL PIPE | 613(C) 5100 | LF | 294.000 | 697.000 | 0.000 | 697.000 | $35.00 | $0.00 | $24,395.00 |
| 0052 | 24" PRECOATED CORR. STEEL PIPE | 613(C) 5102 | LF | 24.000 | 292.000 | 74.000 | 292.000 | $38.15 | $2,823.10 | $11,139.80 |
| 0053 | 48" PRECOATED CORR. STEEL PIPE | 613(C) 5110 | LF | 23.000 | 35.000 | -690.710 | 35.000 | $47.70 | $-32,946.87 | $1,669.50 |
| 0054 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 3,277.000 | 3,342.000 | 1,050.000 | 3,342.000 | $5.00 | $5,250.00 | $16,710.00 |
| 0055 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 5.000 | 5.000 | 5.000 | $1,115.00 | $0.00 | $5,575.00 | |
| 0056 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5734 | EA | 4.000 | 3.000 | 1.000 | 3.000 | $1,399.00 | $1,399.00 | $4,197.00 |
| 0057 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 26.000 | 24.000 | -5.000 | 24.000 | $1,470.00 | $-7,350.00 | $35,280.00 |
| 0058 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 6.000 | 8.000 | 2.000 | 8.000 | $1,470.00 | $2,940.00 | $11,760.00 |
| 0059 | SPECIAL END SECTION OF 24" X 38" RCP ELLIPTICAL | 613(O) 5100 | EA | 2.000 | 0.000 | 0.000 | $1,007.00 | $0.00 | $0.00 | |
| 0060 | 18" GALV. STEEL CULVERT END SECTION ROUND | 613(P) 0760 | EA | 22.000 | 0.000 | 0.000 | $370.00 | $0.00 | $0.00 | |
| 0061 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 1,663.000 | 1,285.720 | 138.334 | 1,285.720 | $10.45 | $1,445.59 | $13,435.77 |
| 0062 | TRENCH EXCAVATION | 613(V) 1180 | CY | 2,356.000 | 2,032.310 | 261.520 | 2,032.310 | $3.20 | $836.86 | $6,503.39 |
| 0063 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.500 | 1.000 | $40,000.00 | $20,000.00 | $40,000.00 |
| 0064 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 33.000 | 28.000 | 9.000 | 28.000 | $265.00 | $2,385.00 | $7,420.00 |
| 0065 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 38,276.000 | 36,517.440 | 18,139.020 | 36,517.440 | $0.75 | $13,604.27 | $27,388.08 |
| 0066 | SAWING PAVEMENT | 619(C) 0924 | LF | 37,700.000 | 35,700.000 | -16.000 | 35,700.000 | $1.50 | $-24.00 | $53,550.00 |
| 0067 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 43.000 | 0.000 | 0.000 | $14.85 | $0.00 | $0.00 | |
| 0068 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,120.00 | $0.00 | $8,480.00 | |
| 0069 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,569.00 | $0.00 | $6,276.00 | |
| 0070 | FENCE-STYLE WWF | 624(A) 4281 | LF | 2,490.000 | 892.000 | 892.000 | $4.20 | $0.00 | $3,746.40 | |
| 0071 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 10,280.000 | 9,221.000 | -60.000 | 9,221.000 | $3.15 | $-189.00 | $29,046.15 |
| 0072 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 15.000 | 15.000 | 15.000 | $68.90 | $0.00 | $1,033.50 | |
| 0073 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 2.000 | 2.000 | 2.000 | $90.10 | $0.00 | $180.20 | |
| 0074 | MAILBOX | 629(C) 4960 | EA | 19.000 | 19.000 | 19.000 | $26.50 | $0.00 | $503.50 | |
| 0075 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 17.000 | 18.000 | 18.000 | $10.50 | $0.00 | $189.00 | |
| 8002 | 36" PRECOATED CORR. STEEL PIPE | 613(C) 5105 | LF | 0.000 | 624.000 | 288.000 | 624.000 | $57.20 | $16,473.60 | $35,692.80 |
| 8005 | SELF ADH. STRESS RELIEF FAB. INTERLAYER | 409(A) 4245 | SY | 0.000 | 1,300.000 | 1,300.000 | $9.45 | $0.00 | $12,285.00 | |
| 8006 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 0.000 | 240.000 | 240.000 | $17.60 | $0.00 | $4,224.00 | |
| 8007 | 18" PREFAB. CULVERT END SEC., ROUND | 613(L) 5726 | EA | 0.000 | 2.000 | 2.000 | $148.50 | $0.00 | $297.00 | |
| 8008 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 2.000 | 2.000 | $953.18 | $0.00 | $1,906.36 | |
| 8010 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 0.000 | 681.170 | 2.220 | 681.170 | $10.00 | $22.20 | $6,811.70 |
| 8011 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $53,822.60 | $0.00 | $0.00 | |
| 8012 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $38,111.38 | $0.00 | $0.00 | |
| 8013 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $21,554.93 | $0.00 | $0.00 | |
| 8014 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $103,910.21 | $0.00 | $0.00 | |
| 8015 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $33,660.00 | $0.00 | $0.00 | |
| 8017 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5015 | EA | 0.000 | 52,886.010 | 1,780.420 | 52,886.010 | $1.00 | $1,780.42 | $52,886.01 |
| 8018 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-4,029.86 | $-4,029.86 | $-4,029.86 |
| Subtotals For Category 0100/ROADWAY | $23,566.70 | $6,359,936.83 | ||||||||
| Fed/State Project Number: STPY-144C(121) | Project: 24142(04) | Category: 0200/BRIDGE 'A' | ||||||||
| 0076 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 640.000 | 640.000 | 640.000 | $8.50 | $0.00 | $5,440.00 | |
| 0077 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 211.000 | 211.000 | 211.000 | $10.60 | $0.00 | $2,236.60 | |
| 0078 | CLASS AA CONCRETE | 509(A) 1326 | CY | 396.000 | 396.000 | 396.000 | $291.50 | $0.00 | $115,434.00 | |
| 0079 | REINFORCING STEEL | 511(A) 1332 | LB | 78,640.000 | 78,640.000 | 78,640.000 | $0.60 | $0.00 | $47,184.00 | |
| 0080 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 2.000 | 2.000 | 2.000 | $2,650.00 | $0.00 | $5,300.00 | |
| 8009 | (PL)REMOVE DRIFT AND SILT | 201 6215 | LSUM | 0.000 | 1.000 | 1.000 | $2,326.50 | $0.00 | $2,326.50 | |
| Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $177,921.10 | ||||||||
| Fed/State Project Number: STPY-144C(121) | Project: 24142(04) | Category: 0300/TRAFFIC | ||||||||
| 0081 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8722 | LSUM | 1.000 | 1.000 | 1.000 | 1.000 | $530.00 | $530.00 | $530.00 |
| 0082 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 40,500.000 | 22,370.000 | 22,370.000 | $0.15 | $0.00 | $3,355.50 | |
| 0083 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 2,500.000 | 819.000 | 819.000 | $0.69 | $0.00 | $565.11 | |
| 0084 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 12,000.000 | 1,285.000 | 1,285.000 | $0.07 | $0.00 | $89.95 | |
| 0085 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 51,500.000 | 8,551.000 | 49.000 | 8,551.000 | $0.03 | $1.47 | $256.53 |
| 0086 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 24,300.000 | 11,790.000 | 48.000 | 11,790.000 | $0.16 | $7.68 | $1,886.40 |
| 0087 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 37,250.000 | 17,157.000 | 34.000 | 17,157.000 | $0.21 | $7.14 | $3,602.97 |
| 0088 | CONSTRUCTION BARRICADES(TYPE II) | 880(C) 8836 | SD | 14,000.000 | 232.000 | 232.000 | $0.03 | $0.00 | $6.96 | |
| 0089 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 20,000.000 | 4,682.000 | 18.000 | 4,682.000 | $0.03 | $0.54 | $140.46 |
| 0090 | WING BARRICADES | 880(C) 8848 | SD | 2,920.000 | 1,680.000 | 64.000 | 1,680.000 | $0.03 | $1.92 | $50.40 |
| 0091 | VERTICAL PANELS | 880(D) 8854 | SD | 75,000.000 | 54,922.000 | 376.000 | 54,922.000 | $0.03 | $11.28 | $1,647.66 |
| 0092 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 78,820.000 | 19,438.000 | 92.000 | 19,438.000 | $0.03 | $2.76 | $583.14 |
| 0093 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 102,000.000 | 71,962.000 | 882.000 | 71,962.000 | $0.03 | $26.46 | $2,158.86 |
| 0094 | DRUMS | 880(F) 8878 | SD | 27,000.000 | 40,449.000 | 46.000 | 40,449.000 | $0.03 | $1.38 | $1,213.47 |
| 0095 | CHANNELIZER CONES | 880(G) 8890 | SD | 37,500.000 | 10,944.000 | 10,944.000 | $0.03 | $0.00 | $328.32 | |
| 8001 | (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 0.000 | 90.000 | -53.000 | 90.000 | $363.00 | $-19,239.00 | $32,670.00 |
| 8003 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 0.000 | 317.000 | 63.400 | 317.000 | $22.00 | $1,394.80 | $6,974.00 |
| 8004 | RELOCATION OF PORT. LONGITUDINAL BARRIER | 877(C) 8486 | LF | 0.000 | 1,240.000 | 1,240.000 | $2.20 | $0.00 | $2,728.00 | |
| Subtotals For Category 0300/TRAFFIC | $-17,253.57 | $58,787.73 | ||||||||
| Fed/State Project Number: STPY-144C(121) | Project: 24142(04) | Category: 0301/SIGN AND STRIPE | ||||||||
| 0096 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 1.540 | 1.540 | 1.540 | $318.00 | $0.00 | $489.72 | |
| 0097 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 117.000 | 116.120 | -0.880 | 116.120 | $23.30 | $-20.50 | $2,705.60 |
| 0098 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 299.000 | 299.000 | 29.000 | 299.000 | $6.90 | $200.10 | $2,063.10 |
| 0099 | DELINEATORS(TYPE 2, CODE 1, FLEXIBLE) | 853 9051 | EA | 48.000 | 52.000 | 52.000 | 52.000 | $40.25 | $2,093.00 | $2,093.00 |
| 0100 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 117,500.000 | 113,160.000 | -2,398.250 | 113,160.000 | $0.27 | $-647.53 | $30,553.20 |
| 0101 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 10.000 | 15.000 | 15.000 | 15.000 | $80.00 | $1,200.00 | $1,200.00 |
| Subtotals For Category 0301/SIGN AND STRIPE | $2,825.07 | $39,104.62 | ||||||||
| Fed/State Project Number: STPY-144C(121) | Project: 24142(04) | Category: 0600/STAKING | ||||||||
| 0102 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $56,000.00 | $5,600.00 | $56,000.00 |
| Subtotals For Category 0600/STAKING | $5,600.00 | $56,000.00 | ||||||||
| Fed/State Project Number: STPY-144C(121) | Project: 24142(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0103 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $1,500.00 | $375.00 | $1,500.00 |
| 0104 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
| 0105 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $298,000.00 | $0.00 | $298,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $375.00 | $301,000.00 | ||||||||
| Subtotals For Project STPY-144C(121) /24142(04) | $15,113.20 | $6,992,750.28 | ||||||||