| Contract ID: | 100407 | Estimate Number: | 0011 , Final | Spec Year: | 1999 | |||
| Primary JP: | 27430(04) | Residency: | GARVER, LLC. (08011) | Contract No: | 610180 | |||
| Date Created: | 11/01/2012 | Contractor FEI: | 581401469 | Account No: | 400850 |
| Project Number(s): | STP-STIM(518)IG | ||||||||
| Contract Description: | INTERSECTION MODIFICATION AND TRAFFIC SIGNALS CITY STREET (GARNETT ROAD): AT THE INTERSECTION OF ADMIRAL PLACE IN THE CITY OF TULSA. PROJECT LENGTH = 0.307 MILES. | ||||||||
| Primary County: | TULSA | ||||||||
| Name of Road: | CITY STREET | ||||||||
| Prime Contractor: | APAC-CENTRAL, INC. | Time Charged: | 486.00 | ||||||
| 240 N. BLOCK ST. | Time Allowed: | 519.00 | |||||||
| FAYETTVILLE , AR 72702 | Percent Time: | 93.64 % | |||||||
| Paid To Date: | $556,698.13 | Payable This Statement: | $3,338.36 |
| 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. |
| APAC-CENTRAL, 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: | 100407 | Estimate Number: | 0011 | Contract No: | 610180 | |||
| Residency: | GARVER, LLC. (08011) | Estimate Type: | Final | Account No: | 400850 | |||
| Project Number(s): | STP-STIM(518)IG | ||||||||||||
| Primary Job Piece No: | 27430(04) | ||||||||||||
| Contract Description: | INTERSECTION MODIFICATION AND TRAFFIC SIGNALS CITY STREET (GARNETT ROAD): AT THE INTERSECTION OF ADMIRAL PLACE IN THE CITY OF TULSA. PROJECT LENGTH = 0.307 MILES. | ||||||||||||
| Primary County: | TULSA | ||||||||||||
| Name of Road: | CITY STREET | ||||||||||||
| Prime Contractor: | APAC-CENTRAL, INC. | ||||||||||||
| 240 N. BLOCK ST. | |||||||||||||
| FAYETTVILLE , AR 72702 | |||||||||||||
| Surety Company: | FEDERAL INSURANCE COMPANY | ||||||||||||
| Date Let: | 06/17/2010 | NTP Effective Date: | 11/01/2010 | Pay Period: | 03/01/2012 TO 11/01/2012 |
| Date Awarded: | 07/06/2010 | Date Work Began: | 11/08/2010 | Original Contract Time: | 60 |
| Date Contract Executed: | 07/14/2010 | Date Time Stopped: | 03/09/2012 | Current Time Charged: | 486.00 |
| Date NTP Issued: | 07/16/2010 | Completion Date: | 03/09/2012 | Current Time Allowed: | 519.00 |
| General Liability Expires: | 09/01/2013 | Workman's Comp Expires: | 09/01/2013 | Percent Time Used: | 93.64 % |
| Specification Year: | 1999 | ||||
| Current Contract Amount: | $559,997.89 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $566,985.91 | Participating: | $508,820.18 | $507,482.26 | $1,337.92 | ||
| Percent Complete: | 99.41 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $3,299.76 | Non ARRA: | $51,177.71 | $51,152.94 | $24.77 | ||
| Unearned Balance: | $10,287.78 | Total Earnings: | $559,997.89 | $558,635.20 | $1,362.69 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $559,997.89 | $558,635.20 | $1,362.69 | ||||
| Other Adjustments: | $-3,299.76 | $-5,275.43 | $1,975.67 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $556,698.13 | $553,359.77 | $3,338.36 | ||||
| Contract ID: | 100407 | Estimate Number: | 0011 | Primary JP: | 27430(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Addition of Sidewalk Ramps and Sidewalk | Approved | 12/12/2011 | 45.0 | $39,978.95 |
| 002 | Add Pullboxes Adjust to Grade | Approved | 02/28/2012 | 0.0 | $2,192.46 |
| 003 | Final Quantity Change Order | Approved | 10/30/2012 | 0.0 | $-49,159.43 |
| 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. | Subtotals For Liquidated Damages | $ | |||||||
| 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 |
| 27430(04) | 0002 | TEMPORARY SILT FENCE | * Missing Material Certification | 0009 | -318.50 | $2.75 | $-875.88 |
| 27430(04) | 0002 | TEMPORARY SILT FENCE | * Missing Material Certification | 0011 | 318.50 | $2.75 | $875.88 |
| 27430(04) | 0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 239.20 | $-0.43 | $-104.23 |
| 27430(04) | 0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0006 | -5.81 | $75.60 | $-439.24 |
| 27430(04) | 0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | -239.20 | $2.32 | $-556.32 |
| 27430(04) | 0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0011 | 239.20 | $0.43 | $102.86 |
| 27430(04) | 0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0011 | 1.00 | $1.37 | $1.37 |
| 27430(04) | 0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0011 | 239.20 | $2.32 | $554.94 |
| 27430(04) | 0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0011 | 5.81 | $75.60 | $439.24 |
| 27430(04) | 0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0011 | 1.00 | $1.38 | $1.38 |
| 27430(04) | 0009 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $-2,253.84 |
| 27430(04) | 0010 | (SP)ASPHALT CONCRETE TYPE S5(PG 76-28 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $-1,045.92 |
| 27430(04) | 0054 | 1/C NO.6 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0004 | -600.00 | $1.51 | $-906.00 |
| 27430(04) | 0054 | 1/C NO.6 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0005 | 600.00 | $1.51 | $906.00 |
| 27430(04) | 0063 | 5/C TRAF.SIG.ELECT.CABLE | * Material Discrepancy Adjustments | 0004 | -468.00 | $1.27 | $-594.36 |
| 27430(04) | 0063 | 5/C TRAF.SIG.ELECT.CABLE | * Material Discrepancy Adjustments | 0005 | 468.00 | $1.27 | $594.36 |
| 27430(04) | 0064 | 7/C TRAF.SIG.ELECT.CABLE | * Material Discrepancy Adjustments | 0004 | -80.00 | $1.54 | $-123.20 |
| 27430(04) | 0064 | 7/C TRAF.SIG.ELECT.CABLE | * Material Discrepancy Adjustments | 0005 | 80.00 | $1.54 | $123.20 |
| 27430(04) | 0065 | 18/C TRAF.SIG.EL.CABLE | * Material Discrepancy Adjustments | 0004 | -650.00 | $3.45 | $-2,242.50 |
| 27430(04) | 0065 | 18/C TRAF.SIG.EL.CABLE | * Material Discrepancy Adjustments | 0005 | 650.00 | $3.45 | $2,242.50 |
| 27430(04) | 0066 | 21/C TRAF.SIG.EL.CABLE | * Material Discrepancy Adjustments | 0004 | -650.00 | $3.88 | $-2,522.00 |
| 27430(04) | 0066 | 21/C TRAF.SIG.EL.CABLE | * Material Discrepancy Adjustments | 0005 | 650.00 | $3.88 | $2,522.00 | Subtotals For Line Item Adjustments | $-3,299.76 | * = 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: | 100407 | Estimate Number: | 0011 | Primary JP: | 27430(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-STIM(518)IG | Project: 27430(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 557.000 | 200.100 | 0.090 | 200.100 | $42.16 | $3.79 | $8,436.21 |
| 0002 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,600.000 | 318.500 | 0.000 | 318.500 | $2.75 | $0.00 | $875.88 |
| 0003 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 6.000 | 0.000 | 0.000 | $372.74 | $0.00 | $0.00 | |
| 0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 2,600.000 | 2,073.510 | 27.280 | 2,073.510 | $3.18 | $86.75 | $6,593.76 |
| 0005 | AGGREGATE BASE | 303 0192 | CY | 557.000 | 174.090 | 0.020 | 174.090 | $69.70 | $1.39 | $12,134.07 |
| 0006 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 1,221.000 | 0.000 | 0.000 | $2.31 | $0.00 | $0.00 | |
| 0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 24.000 | 0.000 | 0.000 | 0.000 | $75.60 | $0.00 | $0.00 |
| 0008 | (SP)ASPHALT CONCRETE TYPE S3(PATCHING)(PG 64-22 OK) | 411(S3) 6210 | TON | 392.000 | 0.000 | 0.000 | $99.82 | $0.00 | $0.00 | |
| 0009 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 1,210.000 | 1,162.970 | 1,162.970 | $85.13 | $0.00 | $99,003.64 | |
| 0010 | (SP)ASPHALT CONCRETE TYPE S5(PG 76-28 OK) | 411(S5) 5965 | TON | 120.000 | 488.770 | 488.770 | $101.83 | $0.00 | $49,771.45 | |
| 0011 | COLD MILLING PAVEMENT | 417 5267 | SY | 10,807.000 | 10,200.640 | 10,200.640 | $2.54 | $0.00 | $25,909.62 | |
| 0012 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 10,807.000 | 10,200.640 | 10,200.640 | $2.46 | $0.00 | $25,093.58 | |
| 0013 | CLSM BACKFILL | 501(G) 6315 | CY | 56.000 | 0.000 | 0.000 | $112.67 | $0.00 | $0.00 | |
| 0014 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 11.000 | 10.070 | 10.070 | $654.59 | $0.00 | $6,591.72 | |
| 0015 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 193.000 | 239.760 | 3.910 | 239.760 | $67.11 | $262.40 | $16,090.29 |
| 0016 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 119.000 | 117.390 | 117.390 | $70.95 | $0.00 | $8,328.82 | |
| 0017 | BITUMINOUS DRIVEWAY | 610(G) 0617 | TON | 202.000 | 239.200 | 239.200 | $188.23 | $0.00 | $45,024.62 | |
| 0018 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 1.000 | 0.000 | 0.000 | $730.82 | $0.00 | $0.00 | |
| 0019 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 1.000 | 0.000 | 0.000 | $463.67 | $0.00 | $0.00 | |
| 0020 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 125.000 | 120.000 | 120.000 | $65.33 | $0.00 | $7,839.60 | |
| 0021 | SPECIAL END SECTION OF 18" RCP ROUND | 613(C) 4373 | EA | 2.000 | 2.000 | 2.000 | $982.09 | $0.00 | $1,964.18 | |
| 0022 | STANDARD VALVE BOX | 616(D) 7051 | EA | 1.000 | 1.000 | 1.000 | $704.19 | $0.00 | $704.19 | |
| 0023 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $6,151.10 | $0.00 | $6,151.10 | |
| 0024 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 713.000 | 976.360 | 7.340 | 976.360 | $12.89 | $94.61 | $12,585.28 |
| 0025 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 40.000 | 107.020 | -0.180 | 107.020 | $18.14 | $-3.27 | $1,941.34 |
| 0026 | REMOVE WATER METER AND METER CAN | 619(B) 7200 | EA | 1.000 | 0.000 | 0.000 | $614.15 | $0.00 | $0.00 | |
| 0027 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,300.000 | 659.000 | 659.000 | $2.46 | $0.00 | $1,621.14 | |
| Subtotals For Category 0100/ROADWAY | $445.67 | $336,660.49 | ||||||||
| Fed/State Project Number: STP-STIM(518)IG | Project: 27430(04) | Category: 0300/TRAFFIC | ||||||||
| 0028 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 10.000 | 10.000 | 10.000 | $16.19 | $0.00 | $161.90 | |
| 0029 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 14.000 | 19.420 | 19.420 | $16.19 | $0.00 | $314.41 | |
| 0030 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 9,800.000 | 9,393.000 | 9,393.000 | $0.92 | $0.00 | $8,641.56 | |
| 0031 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 3.000 | 3.000 | 3.000 | $134.89 | $0.00 | $404.67 | |
| 0032 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 1,400.000 | 0.000 | 0.000 | $0.16 | $0.00 | $0.00 | |
| 0033 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 1,400.000 | 0.000 | 0.000 | $0.38 | $0.00 | $0.00 | |
| 0034 | ARROW DISPLAY(TYPE A) | 880(A) 8800 | SD | 120.000 | 0.000 | 0.000 | $5.40 | $0.00 | $0.00 | |
| 0035 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 720.000 | 1,318.000 | 1,318.000 | $0.27 | $0.00 | $355.86 | |
| 0036 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,080.000 | 808.000 | 808.000 | $0.27 | $0.00 | $218.16 | |
| 0037 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,340.000 | 2,438.000 | 2,438.000 | $0.27 | $0.00 | $658.26 | |
| 0038 | BARRICADES(TYPE I) | 880(C) 8830 | SD | 360.000 | 1,222.000 | 1,222.000 | $0.11 | $0.00 | $134.42 | |
| 0039 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,080.000 | 650.000 | 650.000 | $0.11 | $0.00 | $71.50 | |
| 0040 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 3,420.000 | 4,385.000 | 4,385.000 | $0.05 | $0.00 | $219.25 | |
| 0041 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 4,320.000 | 590.000 | 590.000 | $0.02 | $0.00 | $11.80 | |
| 0042 | DRUMS | 880(F) 8878 | SD | 4,320.000 | 7,669.000 | 7,669.000 | $0.54 | $0.00 | $4,141.26 | |
| Subtotals For Category 0300/TRAFFIC | $0.00 | $15,333.05 | ||||||||
| Fed/State Project Number: STP-STIM(518)IG | Project: 27430(04) | Category: 0301/TRAFFIC SIGNALS | ||||||||
| 0043 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 15.000 | 40.000 | 40.000 | $10.79 | $0.00 | $431.60 | |
| 0044 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 112.000 | 364.000 | 364.000 | $11.87 | $0.00 | $4,320.68 | |
| 0045 | (PL)HDPE CONDUIT BORED | 802(B) 8550 | LF | 371.000 | 264.000 | 264.000 | $25.90 | $0.00 | $6,837.60 | |
| 0046 | PULL BOX(SIZE II) | 803 8066 | EA | 5.000 | 5.000 | 5.000 | $663.67 | $0.00 | $3,318.35 | |
| 0047 | PULL BOX(SIZE III) | 803 8067 | EA | 1.000 | 1.000 | 1.000 | $830.93 | $0.00 | $830.93 | |
| 0048 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 7.830 | 7.830 | 7.830 | $442.45 | $0.00 | $3,464.38 | |
| 0049 | REINFORCING STEEL | 804(B) 2916 | LB | 1,200.000 | 1,272.000 | 42.000 | 1,272.000 | $1.46 | $61.32 | $1,857.12 |
| 0050 | 32'MH POLE,30'TS & 10'LMA(G.STL.) | 806(A) 8350 | EA | 3.000 | 3.000 | 3.000 | $4,224.83 | $0.00 | $12,674.49 | |
| 0051 | 32'MH POLE 25',TS & 10'LMA(G.STL.) | 806(A) 8351 | EA | 1.000 | 1.000 | 1.000 | $3,992.81 | $0.00 | $3,992.81 | |
| 0052 | 10' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8894 | EA | 3.000 | 3.000 | 3.000 | $895.69 | $0.00 | $2,687.07 | |
| 0053 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $809.35 | $0.00 | $809.35 | |
| 0054 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 2,400.000 | 2,496.000 | 2,496.000 | $1.51 | $0.00 | $3,768.96 | |
| 0055 | (PL)TRAFFIC SIGNAL SPAN WIRE EQUIPMENT | 823 8482 | LSUM | 1.000 | 1.000 | 1.000 | $6,205.05 | $0.00 | $6,205.05 | |
| 0056 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 1.000 | 1.000 | 1.000 | $20,071.99 | $0.00 | $20,071.99 | |
| 0057 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $34,532.46 | $0.00 | $34,532.46 | |
| 0058 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 8.000 | 8.000 | 8.000 | $221.22 | $0.00 | $1,769.76 | |
| 0059 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 8.000 | 8.000 | 1.000 | 8.000 | $658.28 | $658.28 | $5,266.24 |
| 0060 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 2.000 | 3.000 | 3.000 | $1,089.94 | $0.00 | $3,269.82 | |
| 0061 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 8.000 | 8.000 | 8.000 | $868.71 | $0.00 | $6,949.68 | |
| 0062 | BACKPLATE | 833 3030 | EA | 18.000 | 18.000 | 18.000 | $93.89 | $0.00 | $1,690.02 | |
| 0063 | 5/C TRAF.SIG.ELECT.CABLE | 834(A) 8207 | LF | 940.000 | 1,334.000 | 1,334.000 | $1.27 | $0.00 | $1,694.18 | |
| 0064 | 7/C TRAF.SIG.ELECT.CABLE | 834(A) 8208 | LF | 175.000 | 72.000 | 72.000 | $1.54 | $0.00 | $110.88 | |
| 0065 | 18/C TRAF.SIG.EL.CABLE | 834(A) 8212 | LF | 650.000 | 0.000 | 0.000 | $3.45 | $0.00 | $0.00 | |
| 0066 | 21/C TRAF.SIG.EL.CABLE | 834(A) 8213 | LF | 650.000 | 633.000 | 633.000 | $3.88 | $0.00 | $2,456.04 | |
| 0067 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 100.000 | 54.000 | 54.000 | $0.92 | $0.00 | $49.68 | |
| 0068 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 58.000 | 63.000 | 5.000 | 63.000 | $34.53 | $172.65 | $2,175.39 |
| 0069 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 890(A) 8726 | LSUM | 1.000 | 1.000 | 1.000 | $3,776.99 | $0.00 | $3,776.99 | |
| Subtotals For Category 0301/TRAFFIC SIGNALS | $892.25 | $135,011.52 | ||||||||
| Fed/State Project Number: STP-STIM(518)IG | Project: 27430(04) | Category: 0600/STAKING | ||||||||
| 0070 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $4,316.56 | $0.00 | $4,316.56 | |
| Subtotals For Category 0600/STAKING | $0.00 | $4,316.56 | ||||||||
| Fed/State Project Number: STP-STIM(518)IG | Project: 27430(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0071 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $17,498.55 | $0.00 | $17,498.56 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $17,498.56 | ||||||||
| Fed/State Project Number: STP-STIM(518)IG | Project: 27430(04) | Category: 0850/NON ARRA FUNDING | ||||||||
| 8000 | SELECT BORROW | 202(D) 0186 | CY | 0.000 | 50.060 | 50.060 | $153.06 | $0.00 | $7,662.18 | |
| 8001 | SEPARATOR FABRIC | 325 5271 | SY | 0.000 | 979.630 | 7.160 | 979.630 | $3.46 | $24.77 | $3,389.52 |
| 8002 | 2'-8" COMB.CRB.& GUT.(6" MNTBLE) | 609(B) 1524 | LF | 0.000 | 243.000 | 243.000 | $35.26 | $0.00 | $8,568.18 | |
| 8003 | 6" CONCRETE SIDEWALK | 610(A) 0605 | SY | 0.000 | 150.180 | 150.180 | $134.50 | $0.00 | $20,199.21 | |
| 8004 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 0.000 | 40.000 | 40.000 | $21.40 | $0.00 | $856.00 | |
| 8005 | STAKING | 642 0098 | LSUM | 0.000 | 1.000 | 1.000 | $1,590.75 | $0.00 | $1,590.75 | |
| 8006 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 1.000 | $6,719.41 | $0.00 | $6,719.41 | |
| 8007 | PULL BOX(SIZE II) | 803 8066 | EA | 0.000 | 3.000 | 3.000 | $730.82 | $0.00 | $2,192.46 | |
| Subtotals For Category 0850/NON ARRA FUNDING | $24.77 | $51,177.71 | ||||||||
| Subtotals For Project STP-STIM(518)IG /27430(04) | $1,362.69 | $559,997.89 | ||||||||