| Contract ID: | 090322 | Estimate Number: | 0018 | Contract No: | 411101 | |||
| Residency: | SAND SPRINGS (08400) | Estimate Type: | Progressive | 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 SL&SF RR 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: | 01/01/2010 TO 01/15/2010 |
| Date Awarded: | 03/30/2009 | Date Work Began: | 05/27/2009 | Original Contract Time: | 300 |
| Date Contract Executed: | 04/13/2009 | Date Time Stopped: | Current Time Charged: | 264.00 | |
| Date NTP Issued: | 04/14/2009 | Completion Date: | Current Time Allowed: | 379.00 | |
| General Liability Expires: | 10/01/2010 | Workman's Comp Expires: | 10/01/2010 | Percent Time Used: | 69.66 % |
| Specification Year: | 1999 | Date Approved: | |||
| Current Contract Amount: | $7,451,986.61 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $7,128,472.08 | Participating: | $7,286,696.21 | $7,189,167.85 | $97,528.36 | ||
| Percent Complete: | 99.82 % | Non Participating: | $150,474.53 | $150,474.53 | $0.00 | ||
| Funds Available: | $13,236.99 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $-310,277.54 | Total Earnings: | $7,437,170.74 | $7,339,642.38 | $97,528.36 | ||
| Stockpiled Materials: | $-0.01 | $-0.01 | $0.00 | ||||
| Gross Earnings: | $7,437,170.73 | $7,339,642.37 | $97,528.36 | ||||
| Other Adjustments: | $1,578.89 | $-6,675.57 | $8,254.46 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $7,438,749.62 | $7,332,966.80 | $105,782.82 | ||||
| Contract ID: | 090322 | Estimate Number: | 0018 | 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 | Pending | 0 | 0.0 | $44,267.92 |
| 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 |
| 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 |
| 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) | 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 | Subtotals For Line Item Adjustments | $1,578.89 | * = 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: | 0018 | 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 | 0.000 | 8,713.000 | $7.41 | $0.00 | $64,563.33 |
| 0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 29,004.000 | 29,004.000 | 0.000 | 29,004.000 | $9.47 | $0.00 | $274,667.88 |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205 4230 | CY | 3,689.000 | 3,689.000 | 0.000 | 3,000.000 | $4.50 | $0.00 | $13,500.00 |
| 0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 4,361.000 | 4,361.000 | 3,641.500 | $2.75 | $0.00 | $10,014.13 | |
| 0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 77.000 | 77.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 29,657.000 | 29,657.000 | -12,314.940 | 30,185.060 | $1.75 | $-21,551.15 | $52,823.85 |
| 0008 | SEEDING METHOD A | 232(A) 2813 | AC | 6.000 | 6.000 | 0.000 | $295.00 | $0.00 | $0.00 | |
| 0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 6.000 | 6.000 | 0.000 | $595.00 | $0.00 | $0.00 | |
| 0010 | MOWING | 241 2832 | AC | 41.000 | 41.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
| 0011 | OPEN GRADED PORTLAND CEMENT BASE(4") | 320 5254 | SY | 14,708.000 | 14,708.000 | 17,706.360 | $23.00 | $0.00 | $407,246.28 | |
| 0012 | SEPARATOR FABRIC | 325 5271 | SY | 15,996.000 | 15,996.000 | 19,359.570 | $1.20 | $0.00 | $23,231.48 | |
| 0013 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 21,823.000 | 21,823.000 | 0.000 | 19,359.570 | $4.60 | $0.00 | $89,054.02 |
| 0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 1,276.000 | 1,276.000 | 0.000 | 1,684.000 | $22.00 | $0.00 | $37,048.00 |
| 0015 | TACK COAT | 407 0250 | GAL | 83.000 | 83.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0016 | PRIME COAT | 408 5774 | GAL | 3,581.000 | 3,581.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
| 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 343.000 | 343.000 | 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 | 638.000 | 4,238.000 | $150.00 | $95,700.00 | $635,700.00 |
| 0022 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 1.000 | 1.000 | 0.000 | 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 | 0.000 | 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 | 148.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0027 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 49.000 | 49.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0028 | TRENCH EXCAVATION | 613(S) 1180 | CY | 8.000 | 8.000 | 4.530 | $30.00 | $0.00 | $135.90 | |
| 0029 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 8.000 | 8.000 | 0.000 | 7.020 | $50.00 | $0.00 | $351.00 |
| 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 | 11,886.830 | $5.00 | $0.00 | $59,434.15 | |
| 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 | 6,026.000 | 6,917.000 | $2.75 | $0.00 | $19,021.75 | |
| 0035 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 2,263.000 | 2,263.000 | 224.000 | 2,224.000 | $16.00 | $3,584.00 | $35,584.00 |
| 0036 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 10.000 | 10.000 | 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 | 6.000 | 5.000 | $2,250.00 | $0.00 | $11,250.00 | |
| 0038 | FENCE-STYLE WWF | 624(A) 4281 | LF | 894.000 | 894.000 | 727.000 | 727.000 | $10.00 | $7,270.00 | $7,270.00 |
| 0039 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 2.000 | 2.000 | 0.000 | $425.00 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY | $85,002.85 | $2,249,802.52 | ||||||||
| 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 | 0.000 | 252.000 | $115.00 | $0.00 | $28,980.00 |
| 0042 | APPROACH SLAB | 504(A) 1304 | SY | 463.200 | 463.200 | 0.000 | 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 | 0.000 | 884.000 | $55.00 | $0.00 | $48,620.00 |
| 0045 | STRUCTURAL STEEL | 506(A) 1322 | LB | 480,320.000 | 480,320.000 | 0.000 | 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 | 0.000 | 9.000 | $735.00 | $0.00 | $6,615.00 |
| 0049 | SLOPE WALL (5") | 510(C) 6138 | SY | 4,425.000 | 4,425.000 | 208.370 | 4,324.120 | $55.00 | $11,460.35 | $237,826.60 |
| 0050 | REINFORCING STEEL | 511(A) 1332 | LB | 4,750.000 | 4,750.000 | 0.000 | 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 | 0.000 | 187,190.000 | $1.20 | $0.00 | $224,628.00 |
| 0052 | (PL)PILOT HOLES | 514 6260 | LF | 787.000 | 787.000 | 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 | 166.000 | 149.130 | $15.00 | $0.00 | $2,236.95 | |
| 0056 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 831.000 | 831.000 | 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 | 0.000 | 1,153.000 | $3.35 | $0.00 | $3,862.55 |
| 0059 | DRILLED SHAFTS 66" DIAMETER | 516(A) 6097 | LF | 224.000 | 224.000 | 0.000 | 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 | 0.000 | 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 | |
| Subtotals For Category 0200/BRIDGE 'A' | $11,460.35 | $2,567,826.93 | ||||||||
| 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 | 0.000 | 140.000 | $115.00 | $0.00 | $16,100.00 |
| 0069 | APPROACH SLAB | 504(A) 1304 | SY | 948.800 | 948.800 | 0.000 | 948.000 | $110.00 | $0.00 | $104,280.00 |
| 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 | 0.000 | 636.500 | $55.00 | $0.00 | $35,007.50 |
| 0072 | STRUCTURAL STEEL | 506(A) 1322 | LB | 427,120.000 | 427,120.000 | 0.000 | 427,120.000 | $1.88 | $0.00 | $802,985.60 |
| 0073 | CLASS AA CONCRETE | 509(A) 1326 | CY | 299.800 | 299.800 | 0.000 | 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 | 0.000 | 4.800 | $1,025.00 | $0.00 | $4,920.00 |
| 0076 | SLOPE WALL (5") | 510(C) 6138 | SY | 400.000 | 400.000 | 0.000 | $90.00 | $0.00 | $0.00 | |
| 0077 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 119,600.000 | 119,600.000 | 0.000 | 119,600.000 | $1.20 | $0.00 | $143,520.00 |
| 0078 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 592.000 | 592.000 | 0.000 | 592.000 | $3.35 | $0.00 | $1,983.20 |
| 0079 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 54.000 | 54.000 | 0.000 | 54.000 | $500.00 | $0.00 | $27,000.00 |
| 0080 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 182.000 | 182.000 | 0.000 | 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 | $1,920,236.30 | ||||||||
| 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 | 1,800.000 | 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 | 2,100.000 | 2,098.000 | $10.00 | $0.00 | $20,980.00 | |
| 0088 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 29,600.000 | 29,600.000 | 0.000 | 12,740.000 | $0.59 | $0.00 | $7,516.60 |
| 0089 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 4,000.000 | 4,000.000 | 0.000 | $0.79 | $0.00 | $0.00 | |
| 0090 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 20,000.000 | 20,000.000 | 13,914.000 | $0.16 | $0.00 | $2,226.24 | |
| 0091 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 4,000.000 | 4,000.000 | 0.000 | $0.68 | $0.00 | $0.00 | |
| 0092 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 33,600.000 | 33,600.000 | 1.000 | 10,848.000 | $0.16 | $0.16 | $1,735.68 |
| 0093 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 30.000 | 30.000 | 272.000 | $78.90 | $0.00 | $21,460.80 | |
| 0094 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 440.000 | 440.000 | 354.000 | $5.26 | $0.00 | $1,862.04 | |
| 0095 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 29,040.000 | 29,040.000 | 180.000 | 29,174.000 | $0.21 | $37.80 | $6,126.54 |
| 0096 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 5,500.000 | 5,500.000 | 90.000 | 11,364.000 | $0.53 | $47.70 | $6,022.92 |
| 0097 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,420.000 | 2,420.000 | 150.000 | 6,339.000 | $3.16 | $474.00 | $20,031.24 |
| 0098 | CONSTRUCTION SIGNS 33.0 SF & OVER | 880(B) 8827 | SD | 440.000 | 440.000 | 537.000 | $15.78 | $0.00 | $8,473.86 | |
| 0099 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 12,100.000 | 12,100.000 | 7,557.000 | $0.26 | $0.00 | $1,964.82 | |
| 0100 | WING BARRICADES | 880(C) 8848 | SD | 2,200.000 | 2,200.000 | 60.000 | 936.000 | $0.26 | $15.60 | $243.36 |
| 0101 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 26,500.000 | 26,500.000 | 150.000 | 20,540.000 | $0.11 | $16.50 | $2,259.40 |
| 0102 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 28,600.000 | 28,600.000 | 39,836.000 | $0.11 | $0.00 | $4,381.96 | |
| 0103 | DRUMS | 880(F) 8878 | SD | 26,600.000 | 26,600.000 | 49,642.000 | $0.11 | $0.00 | $5,460.62 | |
| 0104 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 200.000 | 200.000 | 0.000 | $63.12 | $0.00 | $0.00 | |
| 0105 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 880.000 | 880.000 | 1,398.000 | $21.04 | $0.00 | $29,413.92 | |
| Subtotals For Category 0300/TRAFFIC CONTROL | $591.76 | $158,110.00 | ||||||||
| 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 | 14,330.000 | 0.000 | $0.59 | $0.00 | $0.00 | |
| 0107 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 840.000 | 840.000 | 0.000 | 934.000 | $0.79 | $0.00 | $737.86 |
| 0108 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 6.000 | 6.000 | 3.000 | 17.000 | $157.80 | $473.40 | $2,682.60 |
| 0109 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 1.000 | 1.000 | 0.000 | $2,103.94 | $0.00 | $0.00 | |
| Subtotals For Category 0301/SIGNING & STRIPING | $473.40 | $3,420.46 | ||||||||
| Fed/State Project Number: STP-STIM(061) | Project: 23166(07) | Category: 0600/STAKING | ||||||||
| 0110 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.950 | $34,000.00 | $0.00 | $32,300.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $32,300.00 | ||||||||
| 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 | 0.000 | 0.000 | $7,500.00 | $0.00 | $0.00 | |
| 8002 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 0.000 | 0.000 | $2,637.30 | $0.00 | $0.00 | |
| 8005 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 0.000 | 0.000 | $2,015.60 | $0.00 | $0.00 | |
| Subtotals For Category 0850/Non ARRA Funding | $0.00 | $0.00 | ||||||||
| 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 | 0.000 | 0.000 | $33,465.02 | $0.00 | $0.00 | |
| 8004 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 6030 | EA | 0.000 | 0.000 | 0.000 | $900.00 | $0.00 | $0.00 | |
| Subtotals For Category 0900/Federal Non-Participating | $0.00 | $150,474.53 | ||||||||
| Subtotals For Project STP-STIM(061) /23166(07) | $97,528.36 | $7,437,170.74 | ||||||||