| Contract ID: | 110191 | Estimate Number: | 0017 , Final | Spec Year: | 2009 | |||
| Primary JP: | 26241(04) | Residency: | CEC CORP. (AKA COBB ENGRING CO., INC.) (07003) | Contract No: | 710567 | |||
| Date Created: | 07/16/2014 | Contractor FEI: | 731204879 | Account No: | 404700 |
| Project Number(s): | SSP-150B(079)SS | ||||||||
| Contract Description: | GRADE, DRAIN, AND SURFACE US-177: AT THE CHICKASAW TURNPIKE, 2.0 MILES NORTH OF SH-7. PROJECT LENGTH = 0.995 MILE. | ||||||||
| Primary County: | MURRAY | ||||||||
| Name of Road: | US-177 | ||||||||
| Prime Contractor: | SILVER STAR CONSTRUCTION COMPANY, INC. | Time Charged: | 188.00 | ||||||
| 2401 S. BROADWAY | Time Allowed: | 183.00 | |||||||
| MOORE , OK 73160 | Percent Time: | 102.73 % | |||||||
| Paid To Date: | $2,721,345.58 | Payable This Statement: | $-3,092.62 |
| 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. |
| SILVER STAR CONSTRUCTION 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: | 110191 | Estimate Number: | 0017 | Contract No: | 710567 | |||
| Residency: | CEC CORP. (AKA COBB ENGRING CO., INC.) (07003) | Estimate Type: | Final | Account No: | 404700 | |||
| Project Number(s): | SSP-150B(079)SS | ||||||||||||
| Primary Job Piece No: | 26241(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, AND SURFACE US-177: AT THE CHICKASAW TURNPIKE, 2.0 MILES NORTH OF SH-7. PROJECT LENGTH = 0.995 MILE. | ||||||||||||
| Primary County: | MURRAY | ||||||||||||
| Name of Road: | US-177 | ||||||||||||
| Prime Contractor: | SILVER STAR CONSTRUCTION COMPANY, INC. | ||||||||||||
| 2401 S. BROADWAY | |||||||||||||
| MOORE , OK 73160 | |||||||||||||
| Surety Company: | OHIO CASUALTY INSURANCE COMPANY | ||||||||||||
| Date Let: | 10/20/2011 | NTP Effective Date: | 03/05/2012 | Pay Period: | 12/01/2012 TO 06/02/2014 |
| Date Awarded: | 11/07/2011 | Date Work Began: | 03/05/2012 | Original Contract Time: | 160 |
| Date Contract Executed: | 11/23/2011 | Date Time Stopped: | 05/07/2013 | Current Time Charged: | 188.00 |
| Date NTP Issued: | 12/07/2011 | Completion Date: | 05/07/2013 | Current Time Allowed: | 183.00 |
| General Liability Expires: | 05/19/2015 | Workman's Comp Expires: | 05/19/2015 | Percent Time Used: | 102.73 % |
| Specification Year: | 2009 | ||||
| Bid Amount: | $2,756,145.50 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $2,763,531.58 | Participating: | $0.00 | $0.00 | $0.00 | ||
| Percent Complete: | 98.47 % | Non Participating: | $2,727,996.36 | $2,730,314.98 | $-2,318.62 | ||
| Unearned Balance: | $42,186.00 | Total Earnings: | $2,727,996.36 | $2,730,314.98 | $-2,318.62 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $2,727,996.36 | $2,730,314.98 | $-2,318.62 | ||||
| Other Adjustments: | $-2,900.78 | $-2,126.78 | $-774.00 | ||||
| Liq Dam/Disincentive: | $-3,750.00 | $-3,750.00 | $0.00 | ||||
| TOTAL: | $2,721,345.58 | $2,724,438.20 | $-3,092.62 | ||||
| Contract ID: | 110191 | Estimate Number: | 0017 | Primary JP: | 26241(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Revise Typical Section | Approved | 03/05/2012 | 0.0 | $0.00 |
| 002 | Add CET's | Approved | 04/10/2012 | 0.0 | $2,142.08 |
| 003 | Time Credit | Approved | 04/30/2012 | 12.0 | $0.00 |
| 004 | Add CKD and Cementitious Stab. SG | Approved | 04/30/2012 | 0.0 | $-27,793.25 |
| 005 | Additional Time Ramp B | Approved | 08/07/2012 | 11.0 | $5,244.00 |
| 006 | FQCO | Approved | 04/17/2014 | 0.0 | $-7,742.03 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| No material stockpiles have been created for this contract. | Subtotals For Stockpile Payments | $0.00 | |||
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0014 | --5.0 | $750.00 | $-3,750.00 | Subtotals For Liquidated Damages | $-3,750.00 |
| 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 |
| 26241(04) | 0018 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0008 | 62.42 | $0.77 | $48.30 |
| 26241(04) | 0019 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 75.39 | $0.77 | $58.34 |
| 26241(04) | 0019 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0016 | 0.00 | $0.00 | $-1,516.16 |
| 26241(04) | 0019 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0017 | 19.74 | $76.80 | $1,516.17 |
| 26241(04) | 0020 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * QAQC | 0017 | -15.21 | $77.50 | $-1,178.81 |
| 26241(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * QAQC | 0017 | -3.49 | $96.50 | $-337.33 |
| 26241(04) | 0028 | CLASS A CONCRETE | * COMPRESSIVE STRENGTH | 0008 | 0.00 | $0.00 | $-1,464.75 |
| 26241(04) | 0028 | CLASS A CONCRETE | * COMPRESSIVE STRENGTH | 0016 | 0.00 | $0.00 | $640.85 |
| 26241(04) | 0028 | CLASS A CONCRETE | * COMPRESSIVE STRENGTH | 0017 | 0.00 | $0.00 | $-640.85 |
| 26241(04) | 0028 | CLASS A CONCRETE | * COMPRESSIVE STRENGTH | 0017 | 0.00 | $0.00 | $-1,597.93 |
| 26241(04) | 0028 | CLASS A CONCRETE | * COMPRESSIVE STRENGTH | 0017 | 0.00 | $0.00 | $1,464.75 |
| 26241(04) | 0044 | STANDARD BEDDING MATERIAL, CLASS B | * Missing Material Certification | 0003 | 0.00 | $0.00 | $-9,548.40 |
| 26241(04) | 0044 | STANDARD BEDDING MATERIAL, CLASS B | * Material Discrepancy Adjustments | 0005 | 0.00 | $0.00 | $9,548.40 |
| 26241(04) | 0052 | GUARDRAIL BRIDGE CONNECTION-TYPE A | * SUBSTANDARD ITEM | 0013 | 0.00 | $0.00 | $-1,275.00 |
| 26241(04) | 0052 | GUARDRAIL BRIDGE CONNECTION-TYPE A | * SUBSTANDARD ITEM | 0016 | 0.00 | $0.00 | $1,275.00 |
| 26241(04) | 8000 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 137.81 | $0.77 | $106.64 | Subtotals For Line Item Adjustments | $-2,900.78 | * = 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: | 110191 | Estimate Number: | 0017 | Primary JP: | 26241(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: SSP-150B(079)SS | Project: 26241(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $30,250.00 | $0.00 | $30,250.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 47,657.000 | 47,657.000 | 47,657.000 | $2.75 | $0.00 | $131,056.76 | |
| 0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,796.000 | 0.000 | 0.000 | $5.70 | $0.00 | $0.00 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $54,100.00 | $0.00 | $54,100.00 | |
| 0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,036.000 | 530.000 | 530.000 | $1.30 | $0.00 | $689.00 | |
| 0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 455.000 | 154.000 | 154.000 | $7.00 | $0.00 | $1,078.00 | |
| 0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 72,286.000 | 85,373.360 | 85,373.360 | $1.30 | $0.00 | $110,985.37 | |
| 0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 15.000 | 0.000 | 0.000 | $459.00 | $0.00 | $0.00 | |
| 0009 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 4,938.000 | 4,417.840 | 4,417.840 | $47.40 | $0.00 | $209,405.62 | |
| 0010 | LIME | 307(D) 4230 | TON | 610.000 | 297.710 | 297.710 | $158.00 | $0.00 | $47,038.18 | |
| 0011 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 28,239.000 | 19,773.850 | 19,773.850 | $2.20 | $0.00 | $43,502.48 | |
| 0012 | CEMENT TREATED BASE | 317 4270 | SY | 16,250.000 | 15,365.310 | 15,365.310 | $10.75 | $0.00 | $165,177.10 | |
| 0013 | SEPARATOR FABRIC | 325 5271 | SY | 25,684.000 | 19,940.770 | 19,940.770 | $1.00 | $0.00 | $19,940.77 | |
| 0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 3,822.000 | 3,093.200 | -22.690 | 3,093.200 | $16.90 | $-383.46 | $52,275.08 |
| 0015 | TACK COAT | 407(B) 0250 | GAL | 342.000 | 476.500 | 476.500 | $7.00 | $0.00 | $3,335.50 | |
| 0016 | PRIME COAT | 408 5774 | GAL | 5,820.000 | 713.000 | 713.000 | $5.00 | $0.00 | $3,565.00 | |
| 0017 | SUPERPAVE, TYPE S2(PG 64-22 OK) | 411(A) 5930 | TON | 588.000 | 0.000 | 0.000 | $57.80 | $0.00 | $0.00 | |
| 0018 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 239.000 | 231.440 | 231.440 | $79.65 | $0.00 | $18,434.19 | |
| 0019 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 451.000 | 567.410 | 0.010 | 567.410 | $76.80 | $0.77 | $43,577.08 |
| 0020 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 527.000 | 585.020 | 0.000 | 585.020 | $77.50 | $0.00 | $45,339.05 |
| 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 263.000 | 518.280 | 0.000 | 518.280 | $96.50 | $0.00 | $50,014.02 |
| 0022 | COLD MILLING PAVEMENT | 412 5267 | SY | 489.000 | 3,190.000 | 3,190.000 | $4.00 | $0.00 | $12,760.00 | |
| 0023 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 5,113.000 | 6,579.090 | 184.280 | 6,579.090 | $12.90 | $2,377.21 | $84,870.26 |
| 0024 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 9,233.000 | 7,819.850 | -233.660 | 7,819.850 | $13.15 | $-3,072.63 | $102,831.05 |
| 0025 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 3,587.000 | 3,628.570 | -17.650 | 3,628.570 | $90.00 | $-1,588.50 | $326,571.30 |
| 0026 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 232.000 | 276.620 | 276.620 | $15.20 | $0.00 | $4,204.62 | |
| 0027 | CLASS AA CONCRETE | 509(A) 0319 | CY | 796.000 | 869.650 | 869.650 | $330.00 | $0.00 | $286,984.50 | |
| 0028 | CLASS A CONCRETE | 509(B) 0321 | CY | 93.000 | 93.150 | 0.000 | 93.150 | $675.00 | $0.00 | $62,876.25 |
| 0029 | CLASS C CONCRETE | 509(D) 0325 | CY | 652.000 | 623.790 | 623.790 | $215.00 | $0.00 | $134,114.85 | |
| 0030 | REINFORCING STEEL | 511(A) 0332 | LB | 114,452.000 | 123,801.650 | 451.940 | 123,801.650 | $0.77 | $347.99 | $95,327.27 |
| 0031 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 922.000 | 875.960 | 875.960 | $41.00 | $0.00 | $35,914.36 | |
| 0032 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 216.000 | 245.780 | 245.780 | $41.00 | $0.00 | $10,076.98 | |
| 0033 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 2.000 | 2.000 | 2.000 | $1,621.11 | $0.00 | $3,242.22 | |
| 0034 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 36.000 | 36.000 | 36.000 | $30.40 | $0.00 | $1,094.40 | |
| 0035 | 54" R.C.PIPE CLASS III | 613(A) 0497 | LF | 212.000 | 212.000 | 212.000 | $106.39 | $0.00 | $22,554.68 | |
| 0036 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(A) 4497 | LF | 76.000 | 76.000 | 76.000 | $91.19 | $0.00 | $6,930.44 | |
| 0037 | 43" X 26" R.C.PIPE ARCH CLASS A-III | 613(A) 4498 | LF | 226.000 | 226.000 | 226.000 | $101.32 | $0.00 | $22,898.32 | |
| 0038 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 500.000 | 0.000 | 0.000 | $9.00 | $0.00 | $0.00 | |
| 0039 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 50.000 | 0.000 | 0.000 | $34.00 | $0.00 | $0.00 | |
| 0040 | 36" X 23" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4528 | EA | 2.000 | 0.000 | 0.000 | $875.00 | $0.00 | $0.00 | |
| 0041 | 43" X 26" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4531 | EA | 2.000 | 2.000 | 2.000 | $709.24 | $0.00 | $1,418.48 | |
| 0042 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 2.000 | 0.000 | 0.000 | $303.96 | $0.00 | $0.00 | |
| 0043 | 54" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5740 | EA | 2.000 | 2.000 | 2.000 | $810.56 | $0.00 | $1,621.12 | |
| 0044 | STANDARD BEDDING MATERIAL, CLASS B | 613(S) 1186 | CY | 239.000 | 238.710 | 238.710 | $40.00 | $0.00 | $9,548.40 | |
| 0045 | TRENCH EXCAVATION | 613(V) 1180 | CY | 356.000 | 204.750 | 204.750 | $10.13 | $0.00 | $2,074.12 | |
| 0046 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $15,100.00 | $0.00 | $15,100.00 | |
| 0047 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 3,301.000 | 3,573.010 | 3,573.010 | $3.00 | $0.00 | $10,719.03 | |
| 0048 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 2,465.000 | 1,967.110 | 1,967.110 | $8.40 | $0.00 | $16,523.72 | |
| 0049 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 687.000 | 692.000 | 692.000 | $10.50 | $0.00 | $7,266.00 | |
| 0050 | SAWING PAVEMENT | 619(C) 0924 | LF | 4,810.000 | 2,510.000 | 2,510.000 | $3.95 | $0.00 | $9,914.50 | |
| 0051 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 2.000 | 2.000 | 2.000 | $2,040.00 | $0.00 | $4,080.00 | |
| 0052 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 2.000 | 2.000 | 2.000 | $1,275.00 | $0.00 | $2,550.00 | |
| 0053 | FENCE-STYLE WWF | 624(A) 4281 | LF | 2,947.000 | 2,722.000 | 2,722.000 | $3.70 | $0.00 | $10,071.40 | |
| 0054 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 1,291.000 | 1,464.000 | 1,464.000 | $3.55 | $0.00 | $5,197.20 | |
| 0055 | GATE, GALVANIZED STEEL | 624(D) 4470 | EA | 3.000 | 3.000 | 3.000 | $765.00 | $0.00 | $2,295.00 | |
| 8000 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 0.000 | 579.450 | 579.450 | $57.80 | $0.00 | $33,492.22 | |
| 8001 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 0.000 | 2.000 | 2.000 | $975.00 | $0.00 | $1,950.00 | |
| 8002 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 0.000 | 2.000 | 2.000 | $1,275.00 | $0.00 | $2,550.00 | |
| 8003 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 220.910 | 220.910 | $37.35 | $0.00 | $8,250.99 | |
| 8004 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 5,336.760 | 5,336.760 | $2.15 | $0.00 | $11,474.04 | |
| Subtotals For Category 0100/ROADWAY | $-2,318.62 | $2,399,110.92 | ||||||||
| Fed/State Project Number: SSP-150B(079)SS | Project: 26241(04) | Category: 0300/SIGNING AND STRIPING | ||||||||
| 0056 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 16.680 | 16.910 | 16.910 | $510.00 | $0.00 | $8,624.10 | |
| 0057 | REINFORCING STEEL | 804(B) 2916 | LB | 3,870.000 | 3,902.000 | 3,902.000 | $1.00 | $0.00 | $3,902.00 | |
| 0058 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 4.000 | 4.000 | 4.000 | $51.00 | $0.00 | $204.00 | |
| 0059 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 1.000 | 1.000 | 1.000 | $1,122.00 | $0.00 | $1,122.00 | |
| 0060 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 379.730 | 406.340 | 406.340 | $9.20 | $0.00 | $3,738.33 | |
| 0061 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 921.240 | 921.240 | 921.240 | $14.30 | $0.00 | $13,173.73 | |
| 0062 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 30.000 | 30.270 | 30.270 | $13.30 | $0.00 | $402.59 | |
| 0063 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 44.000 | 33.500 | 33.500 | $15.30 | $0.00 | $512.55 | |
| 0064 | 8"@40 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3212 | LF | 207.000 | 158.080 | 158.080 | $40.80 | $0.00 | $6,449.66 | |
| 0065 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 435.000 | 424.580 | 424.580 | $10.20 | $0.00 | $4,330.72 | |
| 0066 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 88.000 | 95.430 | 95.430 | $14.30 | $0.00 | $1,364.65 | |
| 0067 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 11.000 | 11.000 | 11.000 | $7.15 | $0.00 | $78.65 | |
| 0068 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 15,178.000 | 23,641.400 | 23,641.400 | $0.65 | $0.00 | $15,366.91 | |
| 0069 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 2,160.000 | 4,021.800 | 4,021.800 | $1.25 | $0.00 | $5,027.25 | |
| 0070 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 35.000 | 61.000 | 61.000 | $3.70 | $0.00 | $225.70 | |
| 0071 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 4.000 | 4.000 | 4.000 | $77.00 | $0.00 | $308.00 | |
| 0072 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 10.000 | 20.000 | 20.000 | $26.00 | $0.00 | $520.00 | |
| Subtotals For Category 0300/SIGNING AND STRIPING | $0.00 | $65,350.84 | ||||||||
| Fed/State Project Number: SSP-150B(079)SS | Project: 26241(04) | Category: 0301/TRAFFIC CONTROL | ||||||||
| 0073 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 20,525.000 | 38,950.000 | 38,950.000 | $0.15 | $0.00 | $5,842.50 | |
| 0074 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 5,515.000 | 140.000 | 140.000 | $0.70 | $0.00 | $98.00 | |
| 0075 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 75.000 | 0.000 | 0.000 | $6.15 | $0.00 | $0.00 | |
| 0076 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 970.000 | 2,023.000 | 2,023.000 | $1.50 | $0.00 | $3,034.50 | |
| 0077 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,360.000 | 3,432.000 | 3,432.000 | $1.50 | $0.00 | $5,148.00 | |
| 0078 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 1,340.000 | 6,255.000 | 6,255.000 | $1.50 | $0.00 | $9,382.50 | |
| 0079 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 800.000 | 2,262.000 | 2,262.000 | $1.05 | $0.00 | $2,375.10 | |
| 0080 | WING BARRICADES | 880(C) 8848 | SD | 1,410.000 | 2,168.000 | 2,168.000 | $0.03 | $0.00 | $65.04 | |
| 0081 | VERTICAL PANELS | 880(D) 8854 | SD | 840.000 | 13,113.000 | 13,113.000 | $0.45 | $0.00 | $5,900.85 | |
| 0082 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 2,620.000 | 10,456.000 | 10,456.000 | $0.45 | $0.00 | $4,705.20 | |
| 0083 | DRUMS | 880(F) 8878 | SD | 5,160.000 | 37,065.000 | 37,065.000 | $0.45 | $0.00 | $16,679.25 | |
| 0084 | CHANNELIZER CONES | 880(G) 8890 | SD | 2,910.000 | 122.000 | 122.000 | $0.03 | $0.00 | $3.66 | |
| 0085 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 45.000 | 0.000 | 0.000 | $29.00 | $0.00 | $0.00 | |
| Subtotals For Category 0301/TRAFFIC CONTROL | $0.00 | $53,234.60 | ||||||||
| Fed/State Project Number: SSP-150B(079)SS | Project: 26241(04) | Category: 0600/STAKING | ||||||||
| 0086 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $15,300.00 | $0.00 | $15,300.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $15,300.00 | ||||||||
| Fed/State Project Number: SSP-150B(079)SS | Project: 26241(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0087 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0088 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0089 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $185,000.00 | $0.00 | $185,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $195,000.00 | ||||||||
| Subtotals For Project SSP-150B(079)SS /26241(04) | $-2,318.62 | $2,727,996.36 | ||||||||