| Contract ID: | 090311 | Estimate Number: | 0016 , Final | Spec Year: | 1999 | |||
| Primary JP: | 10439(07) | Residency: | DUNCAN (07100) | Contract No: | 411095 | |||
| Date Created: | 09/15/2014 | Contractor FEI: | 731557599A | Account No: | 400700 |
| Project Number(s): | STP-STIM(037) | ||||||||
| Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE SH-7: OVER BEAVER CREEK, 2.44 MILES WEST OF COMANCHE/STEPHENS COUNTY LINE. PROJECT LENGTH = 0.381 MILE. | ||||||||
| Primary County: | COMANCHE | ||||||||
| Name of Road: | SH-7 | ||||||||
| Prime Contractor: | PLAINS BRIDGE CONTRACTING OF OK.,LLC & TREAS CONST. INC.(JV) | Time Charged: | 614.00 | ||||||
| 1105 FIRST PLACE BLVD. | Time Allowed: | 666.00 | |||||||
| YUKON , OK 73099 | Percent Time: | 92.19 % | |||||||
| Paid To Date: | $2,361,090.09 | Payable This Statement: | $5,731.05 |
| 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. |
| PLAINS BRIDGE CONTRACTING OF OK.,LLC & TREAS CONST. INC.(JV) |
| _________________________________________________ |
| 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: | 090311 | Estimate Number: | 0016 | Contract No: | 411095 | |||
| Residency: | DUNCAN (07100) | Estimate Type: | Final | Account No: | 400700 | |||
| Project Number(s): | STP-STIM(037) | ||||||||||||
| Primary Job Piece No: | 10439(07) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE SH-7: OVER BEAVER CREEK, 2.44 MILES WEST OF COMANCHE/STEPHENS COUNTY LINE. PROJECT LENGTH = 0.381 MILE. | ||||||||||||
| Primary County: | COMANCHE | ||||||||||||
| Name of Road: | SH-7 | ||||||||||||
| Prime Contractor: | PLAINS BRIDGE CONTRACTING OF OK.,LLC & TREAS CONST. INC.(JV) | ||||||||||||
| 1105 FIRST PLACE BLVD. | |||||||||||||
| YUKON , OK 73099 | |||||||||||||
| Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
| Date Let: | 03/19/2009 | NTP Effective Date: | 04/27/2009 | Pay Period: | 01/01/2011 TO 01/01/2011 |
| Date Awarded: | 03/30/2009 | Date Work Began: | 05/06/2009 | Original Contract Time: | 220 |
| Date Contract Executed: | 04/08/2009 | Date Time Stopped: | 12/31/2010 | Current Time Charged: | 614.00 |
| Date NTP Issued: | 04/13/2009 | Completion Date: | 12/31/2010 | Current Time Allowed: | 666.00 |
| General Liability Expires: | 04/15/2013 | Workman's Comp Expires: | 06/30/2013 | Percent Time Used: | 92.19 % |
| Specification Year: | 1999 | ||||
| Bid Amount: | $2,359,697.73 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $2,419,727.86 | Participating: | $2,359,268.97 | $2,340,101.92 | $19,167.05 | ||
| Percent Complete: | 97.58 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $58,637.77 | Non ARRA: | $38,130.25 | $34,066.25 | $4,064.00 | ||
| Total Earnings: | $2,397,399.22 | $2,374,168.17 | $23,231.05 | ||||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $2,397,399.22 | $2,374,168.17 | $23,231.05 | ||||
| Other Adjustments: | $-3,809.13 | $13,690.87 | $-17,500.00 | ||||
| Liq Dam/Disincentive: | $-32,500.00 | $-32,500.00 | $0.00 | ||||
| TOTAL: | $2,361,090.09 | $2,355,359.04 | $5,731.05 | ||||
| Contract ID: | 090311 | Estimate Number: | 0016 | Primary JP: | 10439(07) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Replaces Special Provision 108-STIM | Approved | 06/08/2009 | 0.0 | $0.00 |
| 002 | Adds Modular Glare Screen | Approved | 01/06/2011 | 0.0 | $4,064.00 |
| 003 | Compensation for Delay and Extra Work | Approved | 04/23/2010 | 7.0 | $34,066.25 |
| 004 | Adjusts Planned Quantities for Bridge A | Approved | 05/07/2012 | 0.0 | $4,399.88 |
| 005 | Finalizing Contract Item Quantities | Approved | 04/07/2014 | 0.0 | $-14,370.71 |
| 006 | Funds B Bid Time Adjustment | Approved | 05/05/2014 | 0.0 | $17,500.00 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 10439(07) | 0036 | Beam Guardrail | Stockpiled Material Closure | 0012 | $-1,231.50 |
| 10439(07) | 0036 | Beam Guardrail | Stockpiled Material Adjustment | 0011 | $-5,747.00 |
| 10439(07) | 0036 | Beam Guardrail | Stockpiled Material Initial Payment | 0007 | $6,978.50 |
| 10439(07) | 0037 | Thrie Beam Connection | Stockpiled Material Adjustment | 0011 | $-1,480.00 |
| 10439(07) | 0037 | Thrie Beam Connection | Stockpiled Material Initial Payment | 0007 | $1,480.00 |
| 10439(07) | 0038 | Guard Rail Anchor Unit | Stockpiled Material Initial Payment | 0007 | $636.00 |
| 10439(07) | 0038 | Guard Rail Anchor Unit | Stockpiled Material Closure | 0012 | $-636.00 |
| 10439(07) | 0039 | G.E.T. Guardrail End Section | Stockpiled Material Initial Payment | 0007 | $4,305.00 |
| 10439(07) | 0039 | G.E.T. Guardrail End Section | Stockpiled Material Adjustment | 0011 | $-2,870.00 |
| 10439(07) | 0039 | G.E.T. Guardrail End Section | Stockpiled Material Closure | 0012 | $-1,435.00 |
| 10439(07) | 0046 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0006 | $0.00 |
| 10439(07) | 0046 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0004 | $0.00 |
| 10439(07) | 0046 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0005 | $149,338.27 |
| 10439(07) | 0046 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0006 | $-149,338.27 | 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 |
| Milestone Adjust. (Prog. Est. Only) | 0014 | $17,500.00 |
| Milstone Adjust. (C/O) | 0016 | $-17,500.00 | 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 |
| 10439(07) | 0008 | SOLID SLAB SODDING | * Material Discrepancy Adjustments | 0013 | -4,745.12 | $2.75 | $-13,049.08 |
| 10439(07) | 0008 | SOLID SLAB SODDING | * Material Discrepancy Adjustments | 0014 | 4,745.12 | $2.75 | $13,049.08 |
| 10439(07) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $239.73 |
| 10439(07) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $17.92 |
| 10439(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $30.63 |
| 10439(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $528.54 |
| 10439(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $142.09 |
| 10439(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | -385.41 | $2.16 | $-834.45 |
| 10439(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $83.80 |
| 10439(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $186.23 |
| 10439(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * Material Discrepancy Adjustments | 0012 | -43.80 | $93.50 | $-4,095.48 |
| 10439(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0015 | 5.10 | $2.47 | $12.62 |
| 10439(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * Material Discrepancy Adjustments | 0015 | 0.00 | $0.00 | $-24.31 |
| 10439(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $11.20 |
| 10439(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $83.80 |
| 10439(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0012 | -3.08 | $77.00 | $-237.58 |
| 10439(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $46.12 |
| 10439(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0015 | 0.00 | $0.00 | $0.01 |
| 10439(07) | 0057 | PILE LOAD TEST (DYNAMIC) | * Material Discrepancy Adjustments | 0008 | -10.00 | $421.85 | $-4,218.50 |
| 10439(07) | 0057 | PILE LOAD TEST (DYNAMIC) | * Material Discrepancy Adjustments | 0010 | 10.00 | $421.85 | $4,218.50 |
| 10439(07) | 0061 | (SP) SEALER RESIN | * Material Discrepancy Adjustments | 0008 | -1.70 | $220.00 | $-374.00 |
| 10439(07) | 0061 | (SP) SEALER RESIN | * Material Discrepancy Adjustments | 0015 | 0.00 | $0.00 | $374.00 |
| 10439(07) | 0066 | TYPE I-A FILTER BLANKET | * Material Discrepancy Adjustments | 0008 | -210.00 | $28.75 | $-6,037.50 |
| 10439(07) | 0066 | TYPE I-A FILTER BLANKET | * Material Discrepancy Adjustments | 0014 | 210.00 | $28.75 | $6,037.50 | Subtotals For Line Item Adjustments | $-3,809.13 | * = User applied Line Item Adjustments |
| MILESTONE INFORMATION | |||||||||
| Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
| 01 | TIME 'B' BID | 04/27/2009 | 10/17/2009 | 167.00 DYS | $2,500.00 | Y | |||
| MILESTONE ADJUSTMENTS | |||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
| 01 | System Application of Disincentive Adj | 0012 | $-32,500.00 | Subtotals For Milestones | $-32,500.00 |
| Contract ID: | 090311 | Estimate Number: | 0016 | Primary JP: | 10439(07) | |||
| 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(037) | Project: 10439(07) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $5,500.00 | $0.00 | $5,500.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 3,726.000 | 7,195.010 | 7,195.010 | $6.05 | $0.00 | $43,529.81 | |
| 0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 14,525.000 | 13,972.150 | 13,972.150 | $8.25 | $0.00 | $115,270.24 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $6,600.00 | $0.00 | $6,600.00 | |
| 0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 250.000 | 372.000 | 372.000 | $5.50 | $0.00 | $2,046.00 | |
| 0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 70.000 | 264.000 | 264.000 | $11.00 | $0.00 | $2,904.00 | |
| 0007 | DITCH LINER PROTECTION | 229 4318 | LF | 834.460 | 25.110 | 25.110 | $2.20 | $0.00 | $55.24 | |
| 0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 11,563.000 | 18,980.460 | 18,980.460 | $2.75 | $0.00 | $52,196.27 | |
| 0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 2.400 | 0.000 | 0.000 | $660.00 | $0.00 | $0.00 | |
| 0010 | (PL)ROCK FILTER DAM, TYPE 1 | 235(A) 0100 | CY | 10.000 | 0.000 | 0.000 | $110.00 | $0.00 | $0.00 | |
| 0011 | MOWING | 241 2832 | AC | 2.400 | 0.000 | 0.000 | $220.00 | $0.00 | $0.00 | |
| 0012 | AGGREGATE BASE | 303 0192 | CY | 1,903.730 | 1,903.730 | 1,903.730 | $44.00 | $0.00 | $83,764.12 | |
| 0013 | (PL)MOISTURE BARRIER MEMBRANE | 325 5280 | SY | 10,575.900 | 10,553.420 | 10,553.420 | $5.50 | $0.00 | $58,043.81 | |
| 0014 | (SP)LIME | 327(D) 4230 | TON | 165.680 | 147.570 | 147.570 | $181.50 | $0.00 | $26,783.96 | |
| 0015 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 9,204.620 | 8,997.890 | 8,997.890 | $3.03 | $0.00 | $27,263.61 | |
| 0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 1,096.030 | 1,771.440 | 1,771.440 | $18.70 | $0.00 | $33,125.92 | |
| 0017 | TACK COAT | 407 0250 | GAL | 919.440 | 900.000 | 900.000 | $3.30 | $0.00 | $2,970.00 | |
| 0018 | PRIME COAT | 408 5774 | GAL | 5,901.880 | 4,814.430 | 4,814.430 | $6.60 | $0.00 | $31,775.24 | |
| 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 1,019.710 | 936.560 | 936.560 | $77.00 | $0.00 | $72,115.12 | |
| 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 2,655.260 | 2,522.880 | 2,522.880 | $66.00 | $0.00 | $166,510.08 | |
| 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 741.330 | 863.960 | 863.960 | $93.50 | $0.00 | $80,780.27 | |
| 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 516.050 | 563.770 | 563.770 | $77.00 | $0.00 | $43,410.29 | |
| 0023 | COLD MILLING PAVEMENT | 417 5267 | SY | 244.920 | 244.930 | 244.930 | $2.75 | $0.00 | $673.56 | |
| 0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 149.820 | 97.730 | 97.730 | $247.50 | $0.00 | $24,188.17 | |
| 0025 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 132.000 | 15.070 | 15.070 | $34.41 | $0.00 | $518.56 | |
| 0026 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 1.000 | 1.000 | 1.000 | $1,375.00 | $0.00 | $1,375.00 | |
| 0027 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 2.000 | 2.000 | 2.000 | $1,010.00 | $0.00 | $2,020.00 | |
| 0028 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 384.000 | 334.000 | 334.000 | $22.00 | $0.00 | $7,348.00 | |
| 0029 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 142.000 | 142.000 | 142.000 | $28.60 | $0.00 | $4,061.20 | |
| 0030 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 2.000 | 2.000 | 2.000 | $258.50 | $0.00 | $517.00 | |
| 0031 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 75.000 | 0.000 | 0.000 | $22.00 | $0.00 | $0.00 | |
| 0032 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 25.000 | 0.000 | 0.000 | $17.60 | $0.00 | $0.00 | |
| 0033 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $8,800.00 | $0.00 | $8,800.00 | |
| 0034 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 9,412.470 | 9,969.320 | 9,969.320 | $2.75 | $0.00 | $27,415.63 | |
| 0035 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 996.990 | 1,024.000 | 1,024.000 | $2.20 | $0.00 | $2,252.80 | |
| 0036 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 850.000 | 850.000 | 850.000 | $18.70 | $0.00 | $15,895.00 | |
| 0037 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 2.000 | 2.000 | 2.000 | $1,622.50 | $0.00 | $3,245.00 | |
| 0038 | GUARD RAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 1.000 | 1.000 | 1.000 | $1,650.00 | $0.00 | $1,650.00 | |
| 0039 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 3.000 | 3.000 | 3.000 | $2,447.50 | $0.00 | $7,342.50 | |
| 0040 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 1.000 | 0.000 | 0.000 | $82.50 | $0.00 | $0.00 | |
| 0041 | MAILBOX | 629(C) 4960 | EA | 1.000 | 0.000 | 0.000 | $27.50 | $0.00 | $0.00 | |
| 0042 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 1.000 | 1.000 | 1.000 | $11.00 | $0.00 | $11.00 | |
| 0043 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 1.000 | 0.000 | 0.000 | $1,375.00 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY | $0.00 | $961,957.40 | ||||||||
| Fed/State Project Number: STP-STIM(037) | Project: 10439(07) | Category: 0200/BRIDGE 'A' | ||||||||
| 0044 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $14.52 | $0.00 | $1,306.80 | |
| 0045 | CLSM BACKFILL | 501(G) 6309 | CY | 180.000 | 180.000 | 180.000 | $156.85 | $0.00 | $28,233.00 | |
| 0046 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,196.000 | 1,196.000 | 1,196.000 | $172.18 | $0.00 | $205,927.28 | |
| 0047 | APPROACH SLAB | 504(A) 1304 | SY | 218.600 | 218.600 | 218.600 | $154.66 | $0.00 | $33,808.68 | |
| 0048 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 697.000 | 697.000 | 697.000 | $73.14 | $0.00 | $50,978.58 | |
| 0049 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,070.000 | 1,070.000 | 1,070.000 | $1.92 | $0.00 | $2,054.40 | |
| 0050 | CLASS AA CONCRETE | 509(A) 1326 | CY | 368.900 | 368.900 | 368.900 | $494.29 | $0.00 | $182,343.58 | |
| 0051 | CLASS A CONCRETE | 509(B) 1328 | CY | 136.100 | 143.600 | 143.600 | $488.32 | $0.00 | $70,122.75 | |
| 0052 | CLASS C CONCRETE | 509(D) 1331 | CY | 25.000 | 25.000 | 4.330 | 4.330 | $385.00 | $1,667.05 | $1,667.05 |
| 0053 | REINFORCING STEEL | 511(A) 1332 | LB | 482.000 | 724.000 | 724.000 | $0.94 | $0.00 | $680.56 | |
| 0054 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 102,340.000 | 102,850.000 | 102,850.000 | $1.00 | $0.00 | $102,850.00 | |
| 0055 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 1,460.000 | 1,460.000 | 1,460.000 | $27.17 | $0.00 | $39,668.20 | |
| 0056 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 1,460.000 | 1,357.860 | 1,357.860 | $12.10 | $0.00 | $16,430.11 | |
| 0057 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 20.000 | 20.000 | 20.000 | $421.85 | $0.00 | $8,437.00 | |
| 0058 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 975.000 | 975.000 | 975.000 | $3.30 | $0.00 | $3,217.50 | |
| 0059 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 290.000 | 272.000 | 272.000 | $578.95 | $0.00 | $157,474.40 | |
| 0060 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 152.000 | 152.000 | 152.000 | $5.06 | $0.00 | $769.12 | |
| 0061 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.700 | 1.700 | 1.700 | $220.00 | $0.00 | $374.00 | |
| 0062 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 8.000 | $322.66 | $0.00 | $2,581.28 | |
| 0063 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 16.000 | $1,075.91 | $0.00 | $17,214.56 | |
| 0064 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 16.000 | 16.000 | 16.000 | $432.92 | $0.00 | $6,926.72 | |
| 0065 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 920.000 | 904.110 | 904.110 | $35.51 | $0.00 | $32,104.95 | |
| 0066 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 210.000 | 116.200 | 116.200 | $28.75 | $0.00 | $3,340.75 | |
| 0067 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 84.000 | $22.00 | $0.00 | $1,848.00 | |
| 0068 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 82.000 | 82.000 | 82.000 | $22.00 | $0.00 | $1,804.00 | |
| 0069 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $124,595.90 | $0.00 | $124,595.90 | |
| Subtotals For Category 0200/BRIDGE 'A' | $1,667.05 | $1,096,759.17 | ||||||||
| Fed/State Project Number: STP-STIM(037) | Project: 10439(07) | Category: 0300/TRAFFIC CONTROL | ||||||||
| 0070 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 3,700.000 | 3,353.000 | 3,353.000 | $15.95 | $0.00 | $53,480.35 | |
| 0071 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 6,800.000 | 0.000 | 0.000 | $0.55 | $0.00 | $0.00 | |
| 0072 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 1,500.000 | 2,756.000 | 2,756.000 | $1.10 | $0.00 | $3,031.60 | |
| 0073 | PAVEMENT MARKERS CLASS A TYPE 1 | 857(A) 8893 | EA | 1,500.000 | 0.000 | 0.000 | $1.10 | $0.00 | $0.00 | |
| 0074 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,500.000 | 2,599.000 | 2,599.000 | $0.55 | $0.00 | $1,429.45 | |
| 0075 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 350.000 | 280.000 | 280.000 | $3.30 | $0.00 | $924.00 | |
| 0076 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 4,200.000 | 818.000 | 818.000 | $0.17 | $0.00 | $139.06 | |
| 0077 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 5,600.000 | 3,323.000 | 3,323.000 | $0.55 | $0.00 | $1,827.65 | |
| 0078 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 9,600.000 | 3,758.000 | 3,758.000 | $0.11 | $0.00 | $413.38 | |
| 0079 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,450.000 | 1,599.000 | 1,599.000 | $1.10 | $0.00 | $1,758.90 | |
| 0080 | WING BARRICADES | 880(C) 8848 | SD | 700.000 | 836.000 | 836.000 | $0.55 | $0.00 | $459.80 | |
| 0081 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 4,900.000 | 4,330.000 | 4,330.000 | $1.10 | $0.00 | $4,763.00 | |
| 0082 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 14,875.000 | 12,300.000 | 12,300.000 | $0.11 | $0.00 | $1,353.00 | |
| 0083 | DRUMS | 880(F) 8878 | SD | 14,875.000 | 9,642.000 | 9,642.000 | $0.33 | $0.00 | $3,181.86 | |
| Subtotals For Category 0300/TRAFFIC CONTROL | $0.00 | $72,762.05 | ||||||||
| Fed/State Project Number: STP-STIM(037) | Project: 10439(07) | Category: 0301/TRAFFIC STRIPING AND SIGNING | ||||||||
| 0084 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 6,120.000 | 7,381.000 | 7,381.000 | $0.98 | $0.00 | $7,233.38 | |
| 0085 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 6.000 | 0.000 | 0.000 | $165.00 | $0.00 | $0.00 | |
| Subtotals For Category 0301/TRAFFIC STRIPING AND SIGNING | $0.00 | $7,233.38 | ||||||||
| Fed/State Project Number: STP-STIM(037) | Project: 10439(07) | Category: 0600/STAKING | ||||||||
| 0086 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $9,625.00 | $0.00 | $9,625.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $9,625.00 | ||||||||
| Fed/State Project Number: STP-STIM(037) | Project: 10439(07) | Category: 0640/CONSTRUCTION | ||||||||
| 0087 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,500.00 | $0.00 | $5,500.00 | |
| 0088 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $187,931.97 | $0.00 | $187,931.97 | |
| 8200 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $17,500.00 | $17,500.00 | $17,500.00 |
| Subtotals For Category 0640/CONSTRUCTION | $17,500.00 | $210,931.97 | ||||||||
| Fed/State Project Number: STP-STIM(037) | Project: 10439(07) | Category: 0850/Non ARRA Funding | ||||||||
| 8100 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 0.000 | 5,080.000 | 5,080.000 | 5,080.000 | $0.80 | $4,064.00 | $4,064.00 |
| 8110 | STANDBY COMPENSATION | 104 0100 | LSUM | 0.000 | 1.000 | 1.000 | $34,066.25 | $0.00 | $34,066.25 | |
| Subtotals For Category 0850/Non ARRA Funding | $4,064.00 | $38,130.25 | ||||||||
| Subtotals For Project STP-STIM(037) /10439(07) | $23,231.05 | $2,397,399.22 | ||||||||