| Contract ID: | 100403 | Estimate Number: | 0017 , Final | Spec Year: | 1999 | |||
| Primary JP: | 27387(04) | Residency: | ENGINEERING SERVICES & TESTING (08001) | Contract No: | 610287 | |||
| Date Created: | 04/10/2013 | Contractor FEI: | 731079507 | Account No: | 400850 |
| Project Number(s): | STP-STIM(510)IG | ||||||||
| Contract Description: | PAVEMENT REHABILITATION (P.C. CONCRETE) CITY STREET (61ST STREET): FROM YALE AVENUE, EXTEND EAST TO SHERIDAN ROAD IN THE CITY OF TULSA. PROJECT LENGTH = 0.907 MILES. | ||||||||
| Primary County: | TULSA | ||||||||
| Name of Road: | CITY STREET | ||||||||
| Prime Contractor: | KEYSTONE SERVICES, INC. | Time Charged: | 446.00 | ||||||
| P.O. BOX 218 | Time Allowed: | 466.00 | |||||||
| BIXBY , OK 74008 | Percent Time: | 95.71 % | |||||||
| Paid To Date: | $1,650,887.47 | Payable This Statement: | $-1,536.09 |
| 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. |
| KEYSTONE SERVICES, 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: | 100403 | Estimate Number: | 0017 | Contract No: | 610287 | |||
| Residency: | ENGINEERING SERVICES & TESTING (08001) | Estimate Type: | Final | Account No: | 400850 | |||
| Project Number(s): | STP-STIM(510)IG | ||||||||||||
| Primary Job Piece No: | 27387(04) | ||||||||||||
| Contract Description: | PAVEMENT REHABILITATION (P.C. CONCRETE) CITY STREET (61ST STREET): FROM YALE AVENUE, EXTEND EAST TO SHERIDAN ROAD IN THE CITY OF TULSA. PROJECT LENGTH = 0.907 MILES. | ||||||||||||
| Primary County: | TULSA | ||||||||||||
| Name of Road: | CITY STREET | ||||||||||||
| Prime Contractor: | KEYSTONE SERVICES, INC. | ||||||||||||
| P.O. BOX 218 | |||||||||||||
| BIXBY , OK 74008 | |||||||||||||
| Surety Company: | MID-CONTINENT CASUALTY COMPANY | ||||||||||||
| Date Let: | 06/17/2010 | NTP Effective Date: | 10/04/2010 | Pay Period: | 10/01/2011 TO 04/10/2013 |
| Date Awarded: | 07/06/2010 | Date Work Began: | 10/25/2010 | Original Contract Time: | 160 |
| Date Contract Executed: | 07/26/2010 | Date Time Stopped: | 12/23/2011 | Current Time Charged: | 446.00 |
| Date NTP Issued: | 07/29/2010 | Completion Date: | 12/23/2011 | Current Time Allowed: | 466.00 |
| General Liability Expires: | 11/01/2013 | Workman's Comp Expires: | 11/01/2013 | Percent Time Used: | 95.71 % |
| Specification Year: | 1999 | ||||
| Current Contract Amount: | $1,650,887.47 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $1,227,009.89 | Participating: | $1,650,887.48 | $1,652,423.56 | $-1,536.08 | ||
| Percent Complete: | 100 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $0.00 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $-423,877.58 | Total Earnings: | $1,650,887.48 | $1,652,423.56 | $-1,536.08 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $1,650,887.48 | $1,652,423.56 | $-1,536.08 | ||||
| Other Adjustments: | $-0.01 | $0.00 | $-0.01 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $1,650,887.47 | $1,652,423.56 | $-1,536.09 | ||||
| Contract ID: | 100403 | Estimate Number: | 0017 | Primary JP: | 27387(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Drainage and time | Approved | 05/26/2011 | 36.0 | $0.00 |
| 002 | Additional patching | Approved | 08/01/2011 | 21.0 | $435,830.80 |
| 003 | Final Quantity Change Order | Approved | 04/08/2013 | 0.0 | $-11,953.22 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 27387(04) | 0020 | Manhole Frame & Cover | Stockpiled Material Adjustment | 0007 | $-849.40 |
| 27387(04) | 0020 | Manhole Frame & Cover | Stockpiled Material Initial Payment | 0006 | $849.40 |
| 27387(04) | 0021 | Special Inlet Drain | Stockpiled Material Initial Payment | 0006 | $10,251.99 |
| 27387(04) | 0021 | Special Inlet Drain | Stockpiled Material Adjustment | 0007 | $-10,251.99 |
| 27387(04) | 0023 | Inlet CICI Des. 2(B) | Stockpiled Material Adjustment | 0007 | $-956.12 |
| 27387(04) | 0023 | Inlet CICI Des. 2(B) | Stockpiled Material Initial Payment | 0006 | $956.12 |
| 27387(04) | 0024 | Inlet CICI Des. 2(D) | Stockpiled Material Initial Payment | 0006 | $13,398.08 |
| 27387(04) | 0024 | Inlet CICI Des. 2(D) | Stockpiled Material Adjustment | 0007 | $-1,914.01 |
| 27387(04) | 0024 | Inlet CICI Des. 2(D) | Stockpiled Material Adjustment | 0012 | $-1,914.01 |
| 27387(04) | 0024 | Inlet CICI Des. 2(D) | Stockpiled Material Adjustment | 0009 | $-9,570.06 |
| 27387(04) | 0028 | Inlet Frame & Grate (SSIF-FRM,CIG-GRT-VG-F) | Stockpiled Material Initial Payment | 0006 | $3,593.22 |
| 27387(04) | 0028 | Inlet Frame & Grate (SSIF-FRM,CIG-GRT-VG-F) | Stockpiled Material Adjustment | 0007 | $-2,053.27 |
| 27387(04) | 0028 | Inlet Frame & Grate (SSIF-FRM,CIG-GRT-VG-F) | Stockpiled Material Adjustment | 0009 | $-1,539.95 |
| 27387(04) | 0029 | Cast Iron Curb Inlets | Stockpiled Material Adjustment | 0007 | $-1,391.30 |
| 27387(04) | 0029 | Cast Iron Curb Inlets | Stockpiled Material Adjustment | 0009 | $-4,173.91 |
| 27387(04) | 0029 | Cast Iron Curb Inlets | Stockpiled Material Initial Payment | 0006 | $5,565.21 |
| 27387(04) | 0058 | Veh.Act.Sol.ST.Traf.Sig.Con.Asm | Stockpiled Material Adjustment | 0014 | $-10,853.00 |
| 27387(04) | 0058 | Veh.Act.Sol.ST.Traf.Sig.Con.Asm | Stockpiled Material Initial Payment | 0005 | $10,853.00 | 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 |
| Withhold to Funds Avail(Prog. Est. Only) | 0014 | $-103,280.00 |
| Withhold to Funds Avail(Prog. Est. Only) | 0015 | $103,280.00 | 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 |
| 27387(04) | 0008 | SUBGRADE, METHOD B | * Rounding Error Correction | 0017 | 0.00 | $0.00 | $-0.01 | Subtotals For Line Item Adjustments | $-0.01 | * = 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: | 100403 | Estimate Number: | 0017 | Primary JP: | 27387(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(510)IG | Project: 27387(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $9,500.00 | $0.00 | $9,500.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 3,742.000 | 4,392.960 | 0.090 | 4,392.960 | $8.00 | $0.72 | $35,143.68 |
| 0003 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $5,500.00 | $0.00 | $5,500.00 | |
| 0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,469.000 | 0.000 | 0.000 | $1.75 | $0.00 | $0.00 | |
| 0005 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 48.000 | 0.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
| 0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 1,889.000 | 672.000 | 672.000 | 672.000 | $2.95 | $1,982.40 | $1,982.40 |
| 0007 | AGGREGATE BASE | 303 0192 | CY | 2,422.000 | 4,457.520 | 0.070 | 4,457.520 | $39.00 | $2.73 | $173,843.28 |
| 0008 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 7,253.000 | 13,037.510 | 5.480 | 13,037.510 | $0.85 | $4.66 | $11,081.89 |
| 0009 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 350.000 | 0.000 | 0.000 | $85.00 | $0.00 | $0.00 | |
| 0010 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 100.000 | 0.000 | 0.000 | $92.00 | $0.00 | $0.00 | |
| 0011 | (PL)CRACK SEALING P.C.PAVEMENT | 414 5169 | LF | 474.000 | 13,948.660 | 1,058.660 | 13,948.660 | $2.35 | $2,487.85 | $32,779.35 |
| 0012 | (SP)FULL DEPTH P.C.C. PATCH(PLACEMENT) | 414(N) 5800 | SY | 5,796.000 | 12,462.660 | 0.050 | 12,462.660 | $47.00 | $2.35 | $585,745.02 |
| 0013 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 1,449.000 | 3,065.330 | 1.310 | 3,065.330 | $90.00 | $117.90 | $275,879.70 |
| 0014 | CLSM BACKFILL | 501(G) 6315 | CY | 100.000 | 267.370 | -24.130 | 267.370 | $89.00 | $-2,147.57 | $23,795.93 |
| 0015 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 2,075.000 | 5,166.050 | 10.920 | 5,166.050 | $5.00 | $54.60 | $25,830.25 |
| 0016 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 690.000 | 141.660 | 141.660 | $15.00 | $0.00 | $2,124.90 | |
| 0017 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 598.000 | 820.580 | 15.980 | 820.580 | $35.00 | $559.30 | $28,720.30 |
| 0018 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 250.000 | 381.890 | 0.010 | 381.890 | $52.00 | $0.52 | $19,858.28 |
| 0019 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 11.000 | 15.670 | -15.670 | 15.670 | $210.00 | $-3,290.70 | $3,290.70 |
| 0020 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 12.000 | 10.000 | 10.000 | $545.00 | $0.00 | $5,450.00 | |
| 0021 | (PL)SPECIAL INLET DRAIN | 611(E) 4012 | EA | 8.000 | 6.000 | 6.000 | $6,250.00 | $0.00 | $37,500.00 | |
| 0022 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 19.000 | 7.000 | 7.000 | $1,800.00 | $0.00 | $12,600.00 | |
| 0023 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 1.000 | 2.000 | 2.000 | $2,400.00 | $0.00 | $4,800.00 | |
| 0024 | INLET CICI DES. 2 (D) | 611(E) 5115 | EA | 8.000 | 9.000 | -1.000 | 9.000 | $2,850.00 | $-2,850.00 | $25,650.00 |
| 0025 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.2 | 611(E) 5870 | EA | 1.000 | 1.000 | 1.000 | $6,210.00 | $0.00 | $6,210.00 | |
| 0026 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.2(D) | 611(E) 5874 | EA | 2.000 | 2.000 | 2.000 | $7,000.00 | $0.00 | $14,000.00 | |
| 0027 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2 | 611(E) 5970 | EA | 1.000 | 1.000 | 1.000 | $4,789.00 | $0.00 | $4,789.00 | |
| 0028 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 64.000 | 47.000 | 47.000 | $350.00 | $0.00 | $16,450.00 | |
| 0029 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 106.000 | 111.000 | 111.000 | $218.00 | $0.00 | $24,198.00 | |
| 0030 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 3.000 | 1.000 | 1.000 | $600.00 | $0.00 | $600.00 | |
| 0031 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 17.000 | 10.000 | 10.000 | $500.00 | $0.00 | $5,000.00 | |
| 0032 | 15" R.C.PIPE CLASS III | 613(B) 0403 | LF | 700.000 | 20.000 | 20.000 | $35.00 | $0.00 | $700.00 | |
| 0033 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 40.000 | 67.840 | 67.840 | $40.00 | $0.00 | $2,713.60 | |
| 0034 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 40.000 | 0.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
| 0035 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 120.000 | 0.000 | 0.000 | $89.00 | $0.00 | $0.00 | |
| 0036 | 42" R.C.PIPE CLASS III | 613(B) 0495 | LF | 80.000 | 21.910 | 21.910 | $120.00 | $0.00 | $2,629.20 | |
| 0037 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0038 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 893.000 | 0.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
| 0039 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 40.000 | 41.000 | 41.000 | $650.00 | $0.00 | $26,650.00 | |
| 0040 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 250.000 | 381.890 | 0.010 | 381.890 | $5.00 | $0.05 | $1,909.45 |
| 0041 | REMOVAL OF CURB | 619(B) 4791 | LF | 3,589.000 | 6,717.130 | 3.090 | 6,717.130 | $1.25 | $3.86 | $8,396.43 |
| 0042 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 594.000 | 738.240 | 738.240 | $5.00 | $0.00 | $3,691.20 | |
| 0043 | REMOVAL OF 6" CONCRETE DIVIDING STRIP | 619(B) 6132 | SY | 289.000 | 329.120 | 0.010 | 329.120 | $10.00 | $0.10 | $3,291.20 |
| 8051 | AGGREGATE BASE | 303 0192 | CY | 0.000 | 1,430.020 | 0.070 | 1,430.020 | $-3.90 | $-0.27 | $-5,577.08 |
| 8052 | (SP)FULL DEPTH P.C.C. PATCH(PLACEMENT) | 414(N) 5800 | SY | 0.000 | 5,217.660 | 0.050 | 5,217.660 | $-4.70 | $-0.24 | $-24,523.01 |
| 8053 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 0.000 | 1,247.150 | 1,247.150 | 1,247.150 | $-9.00 | $-11,224.35 | $-11,224.35 |
| Subtotals For Category 0100/ROADWAY | $-14,296.09 | $1,405,979.32 | ||||||||
| Fed/State Project Number: STP-STIM(510)IG | Project: 27387(04) | Category: 0310/TRAFFIC SIGNING & STRIPING | ||||||||
| 0044 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 16,626.000 | 18,685.020 | -320.500 | 18,685.020 | $0.65 | $-208.33 | $12,145.26 |
| 0045 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 14.000 | 14.000 | 14.000 | $85.00 | $0.00 | $1,190.00 | |
| 0046 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 7.000 | 7.000 | 7.000 | $185.00 | $0.00 | $1,295.00 | |
| 0047 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 14,506.000 | 15,872.180 | -6.000 | 15,872.180 | $0.15 | $-0.90 | $2,380.83 |
| 0048 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 5.000 | 0.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
| 0049 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 25.000 | 0.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
| Subtotals For Category 0310/TRAFFIC SIGNING & STRIPING | $-209.23 | $17,011.09 | ||||||||
| Fed/State Project Number: STP-STIM(510)IG | Project: 27387(04) | Category: 0320/TRAFFIC SIGNALS | ||||||||
| 0050 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 100.000 | 100.000 | 100.000 | $10.00 | $0.00 | $1,000.00 | |
| 0051 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 130.000 | 130.000 | -5.000 | 130.000 | $5.00 | $-25.00 | $650.00 |
| 0052 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 850.000 | 850.000 | 850.000 | $15.00 | $0.00 | $12,750.00 | |
| 0053 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 425.000 | 425.000 | 425.000 | $6.00 | $0.00 | $2,550.00 | |
| 0054 | PULL BOX(SIZE I) | 803 8065 | EA | 9.000 | 9.000 | 9.000 | $800.00 | $0.00 | $7,200.00 | |
| 0055 | PULL BOX(SIZE II) | 803 8066 | EA | 2.000 | 2.000 | 2.000 | $900.00 | $0.00 | $1,800.00 | |
| 0056 | (PL)TRAFFIC SIGNAL SPAN WIRE EQUIPMENT | 823 8482 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
| 0057 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 1.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
| 0058 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
| 0059 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $36,000.00 | $0.00 | $36,000.00 | |
| 0060 | SOL.STE.DIGITAL IND.VEH.LP.DET. | 828(A) 8135 | EA | 3.000 | 3.000 | 3.000 | $2,500.00 | $0.00 | $7,500.00 | |
| 0061 | LOOP DETECTOR WIRE | 828(B) 8138 | LF | 255.000 | 255.000 | 255.000 | $10.00 | $0.00 | $2,550.00 | |
| 0062 | 7/C TRAF.SIG.ELECT.CABLE | 834(A) 8208 | LF | 905.000 | 905.000 | 905.000 | $1.00 | $0.00 | $905.00 | |
| 0063 | 12/C TRAF.SIG.ELECT.CABLE | 834(A) 8210 | LF | 950.000 | 950.000 | 950.000 | $1.00 | $0.00 | $950.00 | |
| 0064 | 15/C TRAF.SIG.EL.CABLE | 834(A) 8211 | LF | 950.000 | 950.000 | 950.000 | $1.50 | $0.00 | $1,425.00 | |
| 0065 | 18/C TRAF.SIG.EL.CABLE | 834(A) 8212 | LF | 350.000 | 350.000 | 350.000 | $2.00 | $0.00 | $700.00 | |
| 0066 | 21/C TRAF.SIG.EL.CABLE | 834(A) 8213 | LF | 720.000 | 720.000 | 720.000 | $3.00 | $0.00 | $2,160.00 | |
| 0067 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 555.000 | 555.000 | 555.000 | $0.55 | $0.00 | $305.25 | |
| 0068 | (PL)E.P.S. OPTICAL EMITTER | 840(A) 8592 | EA | 4.000 | 4.000 | 4.000 | $1,600.00 | $0.00 | $6,400.00 | |
| 0069 | (PL)E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 2.000 | 2.000 | 2.000 | $2,100.00 | $0.00 | $4,200.00 | |
| 0070 | (PL)E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 365.000 | 365.000 | 365.000 | 365.000 | $1.25 | $456.25 | $456.25 |
| 0071 | (PL)E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $5,000.00 | $10,000.00 | $10,000.00 |
| 0072 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 890(A) 8726 | LSUM | 1.000 | 1.000 | 1.000 | $6,000.00 | $0.00 | $6,000.00 | |
| Subtotals For Category 0320/TRAFFIC SIGNALS | $10,431.25 | $153,001.50 | ||||||||
| Fed/State Project Number: STP-STIM(510)IG | Project: 27387(04) | Category: 0340/TRAFFIC CONTROL | ||||||||
| 0073 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 500.000 | 0.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
| 0074 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 500.000 | 0.000 | 0.000 | $24.00 | $0.00 | $0.00 | |
| 0075 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 16,256.000 | 428.000 | 428.000 | $0.75 | $0.00 | $321.00 | |
| 0076 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 1,080.000 | 0.000 | 0.000 | $0.11 | $0.00 | $0.00 | |
| 0077 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 4,050.000 | 2,310.000 | 58.000 | 2,310.000 | $0.11 | $6.38 | $254.10 |
| 0078 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,425.000 | 9,321.000 | 483.000 | 9,321.000 | $3.00 | $1,449.00 | $27,963.00 |
| 0079 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 10,931.000 | 7,104.000 | 302.000 | 7,104.000 | $0.29 | $87.58 | $2,060.16 |
| 0080 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 6,525.000 | 2,422.000 | -7.000 | 2,422.000 | $1.65 | $-11.55 | $3,996.30 |
| 0081 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 8,100.000 | 12,086.000 | 705.000 | 12,086.000 | $0.50 | $352.50 | $6,043.00 |
| 0082 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 89,385.000 | 30,987.000 | -90.000 | 30,987.000 | $0.01 | $-0.90 | $309.87 |
| 0083 | DRUMS | 880(F) 8878 | SD | 89,385.000 | 47,407.000 | 249.000 | 47,407.000 | $0.02 | $4.98 | $948.14 |
| Subtotals For Category 0340/TRAFFIC CONTROL | $1,887.99 | $41,895.57 | ||||||||
| Fed/State Project Number: STP-STIM(510)IG | Project: 27387(04) | Category: 0600/STAKING | ||||||||
| 0084 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $10,000.00 | $500.00 | $10,000.00 |
| Subtotals For Category 0600/STAKING | $500.00 | $10,000.00 | ||||||||
| Fed/State Project Number: STP-STIM(510)IG | Project: 27387(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0085 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $3,000.00 | $150.00 | $3,000.00 |
| 0086 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $150.00 | $23,000.00 | ||||||||
| Subtotals For Project STP-STIM(510)IG /27387(04) | $-1,536.08 | $1,650,887.48 | ||||||||