| Contract ID: | 090322 | Estimate Number: | 0021 , Final | Spec Year: | 1999 | |||
| Primary JP: | 23166(07) | Residency: | SAND SPRINGS (08400) | Contract No: | 411101 | |||
| Date Created: | 06/15/2011 | Contractor FEI: | 730764097A | Account No: | 400800 |
| Project Number(s): | STP-STIM(061) | ||||||||
| Contract Description: | BRIDGE AND APPROACHES SH-151: OVER SH-51 & OVER S.L. & S.F. R.R. 1.5 MILE EAST OF THE CREEK C/L. PROJECT LENGTH = 0.492 MILES. | ||||||||
| Primary County: | TULSA | ||||||||
| Name of Road: | SH-151 | ||||||||
| Prime Contractor: | MANHATTAN ROAD & BRIDGE CO. | Time Charged: | 432.00 | ||||||
| 5601 S. 122ND E. AVE. | Time Allowed: | 529.00 | |||||||
| TULSA , OK 74146 | Percent Time: | 81.66 % | |||||||
| Paid To Date: | $7,512,535.99 | Payable This Statement: | $14,155.76 |
| 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. |
| MANHATTAN ROAD & BRIDGE CO. |
| _________________________________________________ |
| 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: | 090322 | Estimate Number: | 0021 | Contract No: | 411101 | |||
| Residency: | SAND SPRINGS (08400) | Estimate Type: | Final | Account No: | 400800 | |||
| Project Number(s): | STP-STIM(061) | ||||||||||||
| Primary Job Piece No: | 23166(07) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES SH-151: OVER SH-51 & OVER S.L. & S.F. R.R. 1.5 MILE EAST OF THE CREEK C/L. PROJECT LENGTH = 0.492 MILES. | ||||||||||||
| Primary County: | TULSA | ||||||||||||
| Name of Road: | SH-151 | ||||||||||||
| Prime Contractor: | MANHATTAN ROAD & BRIDGE CO. | ||||||||||||
| 5601 S. 122ND E. AVE. | |||||||||||||
| TULSA , OK 74146 | |||||||||||||
| Surety Company: | FEDERAL INSURANCE COMPANY | ||||||||||||
| Date Let: | 03/19/2009 | NTP Effective Date: | 06/01/2009 | Pay Period: | 07/03/2010 TO 06/03/2011 |
| Date Awarded: | 03/30/2009 | Date Work Began: | 05/27/2009 | Original Contract Time: | 300 |
| Date Contract Executed: | 04/13/2009 | Date Time Stopped: | 07/02/2010 | Current Time Charged: | 432.00 |
| Date NTP Issued: | 04/14/2009 | Completion Date: | 07/02/2010 | Current Time Allowed: | 529.00 |
| General Liability Expires: | 10/01/2011 | Workman's Comp Expires: | 10/01/2011 | Percent Time Used: | 81.66 % |
| Specification Year: | 1999 | ||||
| Current Contract Amount: | $7,512,536.00 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $7,128,472.08 | Participating: | $7,312,557.45 | $7,307,558.72 | $4,998.73 | ||
| Percent Complete: | 100 % | Non Participating: | $187,825.65 | $187,825.65 | $0.00 | ||
| Funds Available: | $0.01 | Non ARRA: | $12,152.90 | $12,152.90 | $0.00 | ||
| Unearned Balance: | $-384,063.91 | Total Earnings: | $7,512,536.00 | $7,507,537.27 | $4,998.73 | ||
| Stockpiled Materials: | $-0.01 | $-0.01 | $0.00 | ||||
| Gross Earnings: | $7,512,535.99 | $7,507,537.26 | $4,998.73 | ||||
| Other Adjustments: | $0.00 | $-9,157.03 | $9,157.03 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $7,512,535.99 | $7,498,380.23 | $14,155.76 | ||||
| Contract ID: | 090322 | Estimate Number: | 0021 | Primary JP: | 23166(07) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Special provision revision | Approved | 06/04/2009 | 0.0 | $0.00 |
| 002 | Delay compensation, Item overrun | Approved | 06/23/2009 | 30.0 | $323,514.53 |
| 003 | Time and Diary correction | Approved | 07/21/2009 | -26.0 | $0.00 |
| 004 | Incentive & plan omision corrections | Approved | 03/02/2010 | 0.0 | $44,267.92 |
| 005 | S1 Bars Bridge A | Approved | 06/07/2010 | 0.0 | $2,125.70 |
| 006 | Pile Splice | Approved | 02/08/2011 | 0.0 | $1,000.00 |
| 007 | Final Quantity Change order | Approved | 06/03/2011 | 0.0 | $13,052.60 |
| 008 | Aspalt binder adjustment | Approved | 04/05/2011 | 0.0 | $103.17 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 23166(07) | 0045 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0012 | $0.00 |
| 23166(07) | 0045 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0008 | $0.00 |
| 23166(07) | 0045 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0011 | $0.00 |
| 23166(07) | 0045 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0009 | $0.00 |
| 23166(07) | 0045 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0007 | $0.00 |
| 23166(07) | 0045 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0006 | $0.00 |
| 23166(07) | 0045 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0008 | $-77,112.00 |
| 23166(07) | 0045 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0007 | $-514,080.00 |
| 23166(07) | 0045 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0006 | $617,307.26 |
| 23166(07) | 0045 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0012 | $-6,837.26 |
| 23166(07) | 0045 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0011 | $-6,426.00 |
| 23166(07) | 0045 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0009 | $-12,852.00 |
| 23166(07) | 0072 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0014 | $0.00 |
| 23166(07) | 0072 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0006 | $0.00 |
| 23166(07) | 0072 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0012 | $0.00 |
| 23166(07) | 0072 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0014 | $-137,233.66 |
| 23166(07) | 0072 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0012 | $-411,700.97 |
| 23166(07) | 0072 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0006 | $548,934.62 | Subtotals For Stockpile Payments | $-0.01 |
| LIQUIDATED DAMAGES HISTORY | |||||||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
| No liquidated damages have been assessed on this contract. | |||||||||
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| Withhold to Funds Avail(Prog. Est. Only) | 0020 | $-9,260.20 |
| Withhold to Funds Avail(Prog. Est. Only) | 0021 | $9,260.20 | 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 |
| 23166(07) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0002 | -3,641.50 | $2.75 | $-10,014.13 |
| 23166(07) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0003 | 3,641.50 | $2.75 | $10,014.13 |
| 23166(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $103.17 |
| 23166(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0021 | 1.00 | $-103.17 | $-103.17 |
| 23166(07) | 0043 | SEALED EXPANSION JOINT | * Material Discrepancy Adjustments | 0009 | -123.00 | $225.00 | $-27,675.00 |
| 23166(07) | 0043 | SEALED EXPANSION JOINT | * Material Discrepancy Adjustments | 0014 | 123.00 | $225.00 | $27,675.00 |
| 23166(07) | 0064 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0008 | -200.00 | $15.00 | $-3,000.00 |
| 23166(07) | 0064 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0009 | -20.00 | $15.00 | $-300.00 |
| 23166(07) | 0064 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0012 | 220.00 | $15.00 | $3,300.00 |
| 23166(07) | 0065 | 6" NON-PERF.PIPE UNDERDRAIN RND. | * Material Discrepancy Adjustments | 0008 | -45.00 | $15.00 | $-675.00 |
| 23166(07) | 0065 | 6" NON-PERF.PIPE UNDERDRAIN RND. | * Material Discrepancy Adjustments | 0012 | 45.00 | $15.00 | $675.00 |
| 23166(07) | 0088 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | * Material Discrepancy Adjustments | 0016 | -12,740.00 | $0.59 | $-7,516.60 |
| 23166(07) | 0088 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | * Material Discrepancy Adjustments | 0018 | 12,740.00 | $0.59 | $7,516.60 |
| 23166(07) | 0107 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | * Material Discrepancy Adjustments | 0017 | 934.00 | $0.79 | $737.86 |
| 23166(07) | 0107 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | * Material Discrepancy Adjustments | 0018 | 934.00 | $0.79 | $737.86 |
| 23166(07) | 0107 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | * Material Discrepancy Adjustments | 0019 | -1,868.00 | $0.79 | $-1,475.72 | Subtotals For Line Item Adjustments | $0.00 | * = User applied Line Item Adjustments |
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
| 01 | TIME 'B' BID | 180.00 | 179.00 | $7,500.00 | $0.00 | ||||
| Contract ID: | 090322 | Estimate Number: | 0021 | Primary JP: | 23166(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(061) | Project: 23166(07) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $100,000.00 | $0.00 | $100,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 8,713.000 | 8,713.000 | 8,713.000 | $7.41 | $0.00 | $64,563.33 | |
| 0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 29,004.000 | 29,004.000 | 29,004.000 | $9.47 | $0.00 | $274,667.88 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205 4230 | CY | 3,689.000 | 3,689.000 | 3,689.000 | $4.50 | $0.00 | $16,600.50 | |
| 0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 4,361.000 | 3,705.500 | 64.000 | 3,705.500 | $2.75 | $176.00 | $10,190.13 |
| 0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 77.000 | 0.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 29,657.000 | 31,487.490 | 939.580 | 31,487.490 | $1.75 | $1,644.27 | $55,103.11 |
| 0008 | SEEDING METHOD A | 232(A) 2813 | AC | 6.000 | 0.000 | 0.000 | $295.00 | $0.00 | $0.00 | |
| 0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 6.000 | 0.000 | 0.000 | $595.00 | $0.00 | $0.00 | |
| 0010 | MOWING | 241 2832 | AC | 41.000 | 0.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
| 0011 | OPEN GRADED PORTLAND CEMENT BASE(4") | 320 5254 | SY | 14,708.000 | 17,706.360 | 17,706.360 | $23.00 | $0.00 | $407,246.28 | |
| 0012 | SEPARATOR FABRIC | 325 5271 | SY | 15,996.000 | 19,359.570 | 19,359.570 | $1.20 | $0.00 | $23,231.48 | |
| 0013 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 21,823.000 | 19,359.570 | 19,359.570 | $4.60 | $0.00 | $89,054.02 | |
| 0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 1,276.000 | 1,722.250 | -15.000 | 1,722.250 | $22.00 | $-330.00 | $37,889.50 |
| 0015 | TACK COAT | 407 0250 | GAL | 83.000 | 0.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0016 | PRIME COAT | 408 5774 | GAL | 3,581.000 | 2,019.440 | 2,019.440 | $6.00 | $0.00 | $12,116.64 | |
| 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 343.000 | 328.150 | 0.000 | 328.150 | $105.00 | $0.00 | $34,455.75 |
| 0018 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 444.000 | 444.000 | 444.000 | $13.00 | $0.00 | $5,772.00 | |
| 0019 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 9,923.000 | 9,923.000 | 9,923.000 | $8.00 | $0.00 | $79,384.00 | |
| 0020 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 9,185.000 | 9,185.000 | 9,185.000 | $17.00 | $0.00 | $156,145.00 | |
| 0021 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 4,238.000 | 4,238.000 | 4,238.000 | $150.00 | $0.00 | $635,700.00 | |
| 0022 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 1.000 | 1.000 | 1.000 | $2,000.00 | $0.00 | $2,000.00 | |
| 0023 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 18.000 | 18.000 | 18.000 | $45.00 | $0.00 | $810.00 | |
| 0024 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 2,800.000 | 2,800.000 | 2,800.000 | $25.00 | $0.00 | $70,000.00 | |
| 0025 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 1.000 | 1.000 | 1.000 | $750.00 | $0.00 | $750.00 | |
| 0026 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 148.000 | 0.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0027 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 49.000 | 0.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0028 | TRENCH EXCAVATION | 613(S) 1180 | CY | 8.000 | 4.530 | 4.530 | $30.00 | $0.00 | $135.90 | |
| 0029 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 8.000 | 6.950 | -0.070 | 6.950 | $50.00 | $-3.50 | $347.50 |
| 0030 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
| 0031 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
| 0032 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 11,887.000 | 11,887.000 | 0.170 | 11,887.000 | $5.00 | $0.85 | $59,435.00 |
| 0033 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 5,418.000 | 5,418.000 | 5,418.000 | $5.00 | $0.00 | $27,090.00 | |
| 0034 | SAWING PAVEMENT | 619(C) 0924 | LF | 6,026.000 | 6,917.000 | 6,917.000 | $2.75 | $0.00 | $19,021.75 | |
| 0035 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 2,263.000 | 2,224.000 | 2,224.000 | $16.00 | $0.00 | $35,584.00 | |
| 0036 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 10.000 | 8.000 | 8.000 | $1,250.00 | $0.00 | $10,000.00 | |
| 0037 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 6.000 | 5.000 | 5.000 | $2,250.00 | $0.00 | $11,250.00 | |
| 0038 | FENCE-STYLE WWF | 624(A) 4281 | LF | 894.000 | 727.000 | 727.000 | $10.00 | $0.00 | $7,270.00 | |
| 0039 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 2.000 | 0.000 | 0.000 | $425.00 | $0.00 | $0.00 | |
| 8008 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $103.17 | $103.17 | $103.17 |
| Subtotals For Category 0100/ROADWAY | $1,590.79 | $2,268,416.94 | ||||||||
| Fed/State Project Number: STP-STIM(061) | Project: 23166(07) | Category: 0200/BRIDGE 'A' | ||||||||
| 0040 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 260.000 | 260.000 | 260.000 | $30.00 | $0.00 | $7,800.00 | |
| 0041 | CLSM BACKFILL | 501(G) 6309 | CY | 252.000 | 252.000 | 252.000 | $115.00 | $0.00 | $28,980.00 | |
| 0042 | APPROACH SLAB | 504(A) 1304 | SY | 463.200 | 463.200 | 463.200 | $110.00 | $0.00 | $50,952.00 | |
| 0043 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 123.000 | 123.000 | 123.000 | $225.00 | $0.00 | $27,675.00 | |
| 0044 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 884.000 | 884.000 | 884.000 | $55.00 | $0.00 | $48,620.00 | |
| 0045 | STRUCTURAL STEEL | 506(A) 1322 | LB | 480,320.000 | 480,320.000 | 480,320.000 | $1.73 | $0.00 | $830,953.60 | |
| 0046 | CLASS AA CONCRETE | 509(A) 1326 | CY | 453.000 | 453.000 | 453.000 | $475.00 | $0.00 | $215,175.00 | |
| 0047 | CLASS A CONCRETE | 509(B) 1328 | CY | 320.800 | 320.800 | 320.800 | $800.00 | $0.00 | $256,640.00 | |
| 0048 | CLASS C CONCRETE | 509(D) 1331 | CY | 9.000 | 9.000 | 9.000 | $735.00 | $0.00 | $6,615.00 | |
| 0049 | SLOPE WALL (5") | 510(C) 6138 | SY | 4,425.000 | 4,324.120 | 4,324.120 | $55.00 | $0.00 | $237,826.60 | |
| 0050 | REINFORCING STEEL | 511(A) 1332 | LB | 4,750.000 | 4,750.000 | 4,750.000 | $1.00 | $0.00 | $4,750.00 | |
| 0051 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 42,990.000 | 187,190.000 | 187,190.000 | $1.20 | $0.00 | $224,628.00 | |
| 0052 | (PL)PILOT HOLES | 514 6260 | LF | 787.000 | 767.780 | 767.780 | $150.00 | $0.00 | $115,167.00 | |
| 0053 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 166.000 | 166.000 | 166.000 | $52.50 | $0.00 | $8,715.00 | |
| 0054 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 831.000 | 831.000 | 831.000 | $55.00 | $0.00 | $45,705.00 | |
| 0055 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 166.000 | 149.130 | 149.130 | $15.00 | $0.00 | $2,236.95 | |
| 0056 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 831.000 | 789.780 | 789.780 | $12.50 | $0.00 | $9,872.25 | |
| 0057 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 22.000 | 22.000 | 22.000 | $750.00 | $0.00 | $16,500.00 | |
| 0058 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,153.000 | 1,153.000 | 1,153.000 | $3.35 | $0.00 | $3,862.55 | |
| 0059 | DRILLED SHAFTS 66" DIAMETER | 516(A) 6097 | LF | 224.000 | 224.000 | 224.000 | $1,000.00 | $0.00 | $224,000.00 | |
| 0060 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 126.500 | 126.500 | 126.500 | $3.15 | $0.00 | $398.48 | |
| 0061 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 0.900 | 0.900 | 0.900 | $105.00 | $0.00 | $94.50 | |
| 0062 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 15.000 | 15.000 | 15.000 | $1,500.00 | $0.00 | $22,500.00 | |
| 0063 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 20.000 | 20.000 | 20.000 | $1,500.00 | $0.00 | $30,000.00 | |
| 0064 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 484.000 | 484.000 | 484.000 | $15.00 | $0.00 | $7,260.00 | |
| 0065 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 60.000 | 60.000 | 60.000 | $15.00 | $0.00 | $900.00 | |
| 0066 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $140,000.00 | $0.00 | $140,000.00 | |
| 8007 | SPLICE(12" PILE) | 514 6210 | EA | 0.000 | 5.000 | 5.000 | 5.000 | $200.00 | $1,000.00 | $1,000.00 |
| Subtotals For Category 0200/BRIDGE 'A' | $1,000.00 | $2,568,826.93 | ||||||||
| Fed/State Project Number: STP-STIM(061) | Project: 23166(07) | Category: 0201/BRIDGE 'B' | ||||||||
| 0067 | SUBSTRUCTURE EXCAVATION ROCK | 501(C) 1308 | CY | 628.000 | 628.000 | 628.000 | $50.00 | $0.00 | $31,400.00 | |
| 0068 | CLSM BACKFILL | 501(G) 6309 | CY | 140.000 | 140.000 | 140.000 | $115.00 | $0.00 | $16,100.00 | |
| 0069 | APPROACH SLAB | 504(A) 1304 | SY | 948.800 | 948.800 | 948.800 | $110.00 | $0.00 | $104,368.00 | |
| 0070 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 87.000 | 87.000 | 87.000 | $225.00 | $0.00 | $19,575.00 | |
| 0071 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 636.500 | 636.500 | 636.500 | $55.00 | $0.00 | $35,007.50 | |
| 0072 | STRUCTURAL STEEL | 506(A) 1322 | LB | 427,120.000 | 427,120.000 | 427,120.000 | $1.88 | $0.00 | $802,985.60 | |
| 0073 | CLASS AA CONCRETE | 509(A) 1326 | CY | 299.800 | 299.800 | 299.800 | $475.00 | $0.00 | $142,405.00 | |
| 0074 | CLASS A CONCRETE | 509(B) 1328 | CY | 332.800 | 332.800 | 332.800 | $750.00 | $0.00 | $249,600.00 | |
| 0075 | CLASS C CONCRETE | 509(D) 1331 | CY | 4.800 | 4.800 | 4.800 | $1,025.00 | $0.00 | $4,920.00 | |
| 0076 | SLOPE WALL (5") | 510(C) 6138 | SY | 400.000 | 0.000 | 0.000 | $90.00 | $0.00 | $0.00 | |
| 0077 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 119,600.000 | 119,600.000 | 119,600.000 | $1.20 | $0.00 | $143,520.00 | |
| 0078 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 592.000 | 592.000 | 592.000 | $3.35 | $0.00 | $1,983.20 | |
| 0079 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 54.000 | 54.000 | 54.000 | $500.00 | $0.00 | $27,000.00 | |
| 0080 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 182.000 | 182.000 | 182.000 | $800.00 | $0.00 | $145,600.00 | |
| 0081 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 7.000 | 7.000 | 7.000 | $2,500.00 | $0.00 | $17,500.00 | |
| 0082 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 7.000 | 7.000 | 7.000 | $2,500.00 | $0.00 | $17,500.00 | |
| 0083 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 176.000 | 176.000 | 176.000 | $35.00 | $0.00 | $6,160.00 | |
| 0084 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 70.000 | 70.000 | 70.000 | $35.00 | $0.00 | $2,450.00 | |
| 0085 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $152,250.00 | $0.00 | $152,250.00 | |
| Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $1,920,324.30 | ||||||||
| Fed/State Project Number: STP-STIM(061) | Project: 23166(07) | Category: 0300/TRAFFIC CONTROL | ||||||||
| 0086 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 1,800.000 | 1,795.000 | 1,795.000 | $10.00 | $0.00 | $17,950.00 | |
| 0087 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 2,100.000 | 2,098.000 | 2,098.000 | $10.00 | $0.00 | $20,980.00 | |
| 0088 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 29,600.000 | 12,836.000 | 96.000 | 12,836.000 | $0.59 | $56.64 | $7,573.24 |
| 0089 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 4,000.000 | 0.000 | 0.000 | $0.79 | $0.00 | $0.00 | |
| 0090 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 20,000.000 | 16,032.000 | 2,118.000 | 16,032.000 | $0.16 | $338.88 | $2,565.12 |
| 0091 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 4,000.000 | 0.000 | 0.000 | $0.68 | $0.00 | $0.00 | |
| 0092 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 33,600.000 | 10,276.000 | -572.000 | 10,276.000 | $0.16 | $-91.52 | $1,644.16 |
| 0093 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 30.000 | 272.000 | 272.000 | $78.90 | $0.00 | $21,460.80 | |
| 0094 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 440.000 | 354.000 | 354.000 | $5.26 | $0.00 | $1,862.04 | |
| 0095 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 29,040.000 | 29,798.000 | 29,798.000 | $0.21 | $0.00 | $6,257.58 | |
| 0096 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 5,500.000 | 11,676.000 | 11,676.000 | $0.53 | $0.00 | $6,188.28 | |
| 0097 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,420.000 | 6,859.000 | 6,859.000 | $3.16 | $0.00 | $21,674.44 | |
| 0098 | CONSTRUCTION SIGNS 33.0 SF & OVER | 880(B) 8827 | SD | 440.000 | 537.000 | 537.000 | $15.78 | $0.00 | $8,473.86 | |
| 0099 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 12,100.000 | 7,557.000 | 7,557.000 | $0.26 | $0.00 | $1,964.82 | |
| 0100 | WING BARRICADES | 880(C) 8848 | SD | 2,200.000 | 1,144.000 | 1,144.000 | $0.26 | $0.00 | $297.44 | |
| 0101 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 26,500.000 | 21,060.000 | 21,060.000 | $0.11 | $0.00 | $2,316.60 | |
| 0102 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 28,600.000 | 39,836.000 | 39,836.000 | $0.11 | $0.00 | $4,381.96 | |
| 0103 | DRUMS | 880(F) 8878 | SD | 26,600.000 | 49,642.000 | 49,642.000 | $0.11 | $0.00 | $5,460.62 | |
| 0104 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 200.000 | 0.000 | 0.000 | $63.12 | $0.00 | $0.00 | |
| 0105 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 880.000 | 1,398.000 | 1,398.000 | $21.04 | $0.00 | $29,413.92 | |
| Subtotals For Category 0300/TRAFFIC CONTROL | $304.00 | $160,464.88 | ||||||||
| Fed/State Project Number: STP-STIM(061) | Project: 23166(07) | Category: 0301/SIGNING & STRIPING | ||||||||
| 0106 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 14,330.000 | 0.000 | 0.000 | $0.59 | $0.00 | $0.00 | |
| 0107 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 840.000 | 934.000 | 934.000 | $0.79 | $0.00 | $737.86 | |
| 0108 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 6.000 | 17.000 | 17.000 | $157.80 | $0.00 | $2,682.60 | |
| 0109 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $2,103.94 | $2,103.94 | $2,103.94 |
| Subtotals For Category 0301/SIGNING & STRIPING | $2,103.94 | $5,524.40 | ||||||||
| Fed/State Project Number: STP-STIM(061) | Project: 23166(07) | Category: 0600/STAKING | ||||||||
| 0110 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $34,000.00 | $0.00 | $34,000.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $34,000.00 | ||||||||
| Fed/State Project Number: STP-STIM(061) | Project: 23166(07) | Category: 0640/CONSTRUCTION | ||||||||
| 0111 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0112 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $350,000.00 | $0.00 | $350,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $355,000.00 | ||||||||
| Fed/State Project Number: STP-STIM(061) | Project: 23166(07) | Category: 0850/Non ARRA Funding | ||||||||
| 8001 | EARLY COMPLETION INCENTIVE | 108 0175 | DAY | 0.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
| 8002 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,637.30 | $0.00 | $2,637.30 | |
| 8005 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,015.60 | $0.00 | $2,015.60 | |
| Subtotals For Category 0850/Non ARRA Funding | $0.00 | $12,152.90 | ||||||||
| Fed/State Project Number: STP-STIM(061) | Project: 23166(07) | Category: 0900/Federal Non-Participating | ||||||||
| 8000 | NEGOTIATED SETTLEMENT OF CONTR'S CLAIM | 109 1100 | LSUM | 0.000 | 1.000 | 1.000 | $150,474.53 | $0.00 | $150,474.53 | |
| 8003 | (PL)IMPACT ATTENUATOR | 871 8325 | EA | 0.000 | 1.000 | 1.000 | $33,465.02 | $0.00 | $33,465.02 | |
| 8004 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 6030 | EA | 0.000 | 1.000 | 1.000 | $900.00 | $0.00 | $900.00 | |
| 8006 | CONSTRUCTION MISCELLANEOUS | 104 M0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,986.10 | $0.00 | $2,986.10 | |
| Subtotals For Category 0900/Federal Non-Participating | $0.00 | $187,825.65 | ||||||||
| Subtotals For Project STP-STIM(061) /23166(07) | $4,998.73 | $7,512,536.00 | ||||||||