| Contract ID: | 090321 | Estimate Number: | 0008 | Contract No: | 411144 | |||
| Residency: | EL RENO (04200) | Estimate Type: | Progressive | Account No: | 400400 | |||
| Project Number(s): | IMY-0040-4(396)128SS, IM-STIM(015), IMG-0040-4(421)125TR | ||||||||||||
| Primary Job Piece No: | 20539(04) | ||||||||||||
| Contract Description: | RECONSTRUCT (ADDED LANE), BRIDGE, AND SAFETY IMPROVEMENT I-40: FROM MILE MARKER 125 TO MILE MARKER 136. PROJECT LENGTH = 7.390 MILES | ||||||||||||
| Primary County: | CANADIAN | ||||||||||||
| Name of Road: | I-40 | ||||||||||||
| Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | ||||||||||||
| P.O. BOX 3788 | |||||||||||||
| EDMOND , OK 73083 | |||||||||||||
| Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
| Date Let: | 03/19/2009 | NTP Effective Date: | 06/01/2009 | Pay Period: | 09/01/2009 TO 09/15/2009 |
| Date Awarded: | 03/30/2009 | Date Work Began: | 06/01/2009 | Original Contract Time: | 830 |
| Date Contract Executed: | 04/03/2009 | Date Time Stopped: | Current Time Charged: | 107.00 | |
| Date NTP Issued: | 04/07/2009 | Completion Date: | Current Time Allowed: | 835.00 | |
| General Liability Expires: | 03/01/2010 | Workman's Comp Expires: | 03/01/2010 | Percent Time Used: | 12.81 % |
| Specification Year: | 1999 | Date Approved: | |||
| Current Contract Amount: | $59,384,562.19 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $59,384,562.19 | Participating: | $8,374,546.34 | $7,771,600.67 | $602,945.67 | ||
| Percent Complete: | 14.92 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $50,522,937.23 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $50,522,937.23 | Total Earnings: | $8,374,546.34 | $7,771,600.67 | $602,945.67 | ||
| Stockpiled Materials: | $689,715.19 | $689,715.19 | $0.00 | ||||
| Gross Earnings: | $9,064,261.53 | $8,461,315.86 | $602,945.67 | ||||
| Other Adjustments: | $-202,636.57 | $-202,636.57 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $8,861,624.96 | $8,258,679.29 | $602,945.67 | ||||
| Contract ID: | 090321 | Estimate Number: | 0008 | Primary JP: | 20539(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Special Provision 108-STIM01(a-e)99 | Approved | 05/12/2009 | 0.0 | $0.00 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 20539(04) | 0065 | Piles, Furnished (HP 10X42) | Stockpiled Material Adjustment | 0007 | $-9,973.75 |
| 20539(04) | 0065 | Piles, Furnished (HP 10X42) | Stockpiled Material Initial Payment | 0002 | $20,737.50 |
| 20539(04) | 0073 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0002 | $6,151.32 |
| 20539(04) | 0087 | Piles, Furnished (HP 10X42) | Stockpiled Material Initial Payment | 0002 | $22,712.50 |
| 20539(04) | 0087 | Piles, Furnished (HP 10X42) | Stockpiled Material Adjustment | 0007 | $-9,973.75 |
| 20539(04) | 0095 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0002 | $6,834.80 |
| 20539(04) | 0125 | (PL) Cable End Anchor Unit | Stockpiled Material Initial Payment | 0004 | $11,010.88 |
| 20539(04) | 0126 | High-tension Cable Barrier(TL-4) | Stockpiled Material Initial Payment | 0004 | $183,804.00 |
| 24424(06) | 0200 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0002 | $7,680.96 |
| 24424(06) | 0218 | Epoxy Coated Reinforcing Steel Br. D | Stockpiled Material Initial Payment | 0004 | $6,865.97 |
| 24424(06) | 0218 | Epoxy Coated Reinforcing Steel Br. D | Stockpiled Material Adjustment | 0007 | $-6,865.97 |
| 24424(06) | 0228 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0007 | $-3,413.76 |
| 24424(06) | 0228 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0002 | $7,680.96 |
| 24424(06) | 0238 | Prestessed Concrete Beams (TypeII) | Stockpiled Material Initial Payment | 0006 | $64,190.21 |
| 24424(06) | 0247 | Epoxy Coated Reinforcing Steel Br. E | Stockpiled Material Initial Payment | 0004 | $12,452.34 |
| 24424(06) | 0260 | Prestressed Concrete Beams (Type II) | Stockpiled Material Initial Payment | 0006 | $64,190.21 |
| 24424(06) | 0269 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Initial Payment | 0004 | $12,723.50 |
| 24424(06) | 0309 | (PL) Cable End Anchor Unit | Stockpiled Material Initial Payment | 0004 | $5,505.44 |
| 24424(06) | 0310 | High-tension Cable Barrier(TL-4) | Stockpiled Material Initial Payment | 0004 | $195,846.63 |
| 26076(04) | 0340 | High-tension Cable Barrier(TL-4) | Stockpiled Material Initial Payment | 0004 | $91,555.20 | Subtotals For Stockpile Payments | $689,715.19 |
| 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 |
| Lane Rental | 0003 | $-150,000.00 | Subtotals For Contract Adjustments | $-150,000.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 20539(04) | 0082 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0007 | -10,260.00 | $2.69 | $-27,599.40 |
| 20539(04) | 0091 | DRILLED SHAFTS 54" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-2,325.09 |
| 24424(06) | 0192 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-6,166.87 |
| 24424(06) | 0220 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-5,504.80 |
| 24424(06) | 0220 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-3,924.62 |
| 24424(06) | 0221 | DRILLED SHAFTS 48" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-3,418.72 |
| 24424(06) | 0271 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0004 | 0.00 | $0.00 | $-27,145.43 |
| 24424(06) | 0271 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $27,145.43 |
| 24424(06) | 0271 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-2,506.61 |
| 24424(06) | 0272 | DRILLED SHAFTS 48" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-1,190.46 | Subtotals For Line Item Adjustments | $-52,636.57 | * = User applied Line Item Adjustments |
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
| 01 | TIME 'B' BID | 700.00 | 0.00 | $15,000.00 | $0.00 | ||||
| Contract ID: | 090321 | Estimate Number: | 0008 | Primary JP: | 20539(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: IMY-0040-4(396)128SS | Project: 20539(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 200.000 | 200.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 22,197.000 | 22,197.000 | 14,428.050 | 19,977.300 | $5.00 | $72,140.25 | $99,886.50 |
| 0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 55,376.000 | 55,376.000 | 0.000 | 49,838.400 | $8.67 | $0.00 | $432,098.93 |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.500 | $200,000.00 | $0.00 | $100,000.00 |
| 0005 | TEMPORARY BALE BARRIER | 222 2801 | LF | 255.000 | 255.000 | 0.000 | $6.93 | $0.00 | $0.00 | |
| 0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 34,437.000 | 34,437.000 | 658.080 | $1.73 | $0.00 | $1,138.48 | |
| 0007 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 14.000 | 14.000 | 14.000 | $103.84 | $0.00 | $1,453.76 | |
| 0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 128,878.000 | 128,878.000 | 0.000 | $1.75 | $0.00 | $0.00 | |
| 0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 19.700 | 19.700 | 0.000 | $692.25 | $0.00 | $0.00 | |
| 0010 | MOWING | 241 2832 | AC | 79.900 | 79.900 | 0.000 | $138.45 | $0.00 | $0.00 | |
| 0011 | AGGREGATE BASE | 303 0192 | CY | 37,413.000 | 37,413.000 | 0.000 | $30.72 | $0.00 | $0.00 | |
| 0012 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 193,189.000 | 193,189.000 | 0.000 | $8.55 | $0.00 | $0.00 | |
| 0013 | SEPARATOR FABRIC | 325 5271 | SY | 261,105.000 | 261,105.000 | 10,946.100 | 75,139.090 | $0.85 | $9,304.19 | $63,868.23 |
| 0014 | (SP)LIME | 327(D) 4230 | TON | 4,960.000 | 4,960.000 | -364.240 | 340.260 | $110.00 | $-40,066.40 | $37,428.60 |
| 0015 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 228,490.000 | 228,490.000 | -34,840.160 | 32,817.890 | $1.16 | $-40,414.59 | $38,068.75 |
| 0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 49,343.000 | 49,343.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
| 0017 | PRIME COAT | 408 5774 | GAL | 80,654.000 | 80,654.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
| 0018 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 81,062.000 | 81,062.000 | 0.000 | $0.45 | $0.00 | $0.00 | |
| 0019 | 8" P.C. CONCRETE PAVEMENT | 414(A) 0260 | SY | 46,024.000 | 46,024.000 | 0.000 | 20,371.100 | $18.07 | $0.00 | $368,105.78 |
| 0020 | 12" P.C. CONCRETE PAVEMENT | 414(A) 0264 | SY | 13,568.000 | 13,568.000 | 0.000 | $39.00 | $0.00 | $0.00 | |
| 0021 | 9.5" P.C. CONCRETE PAVEMENT | 414(A) 0361 | SY | 55,411.000 | 55,411.000 | 0.000 | $32.00 | $0.00 | $0.00 | |
| 0022 | 8" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5753 | SY | 26,697.000 | 26,697.000 | 0.000 | $21.37 | $0.00 | $0.00 | |
| 0023 | 12" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5756 | SY | 40,122.000 | 40,122.000 | 0.000 | $43.00 | $0.00 | $0.00 | |
| 0024 | 9.5" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 6854 | SY | 73,715.000 | 73,715.000 | 0.000 | $38.00 | $0.00 | $0.00 | |
| 0025 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 800.000 | 800.000 | 49.900 | $125.00 | $0.00 | $6,237.50 | |
| 0026 | (SP)PORTLAND CEMENT CONCRETE FOR UNBONDED PAVEMENT OVERLAY | 414(H) 5225 | CY | 29,850.000 | 29,850.000 | 0.000 | $95.00 | $0.00 | $0.00 | |
| 0027 | (SP)PORTLAND CEMENT CONCRETE PAVEMENT, UNBONDED OVERLAY, | 414(I) 5280 | SY | 107,355.000 | 107,355.000 | 0.000 | $13.00 | $0.00 | $0.00 | |
| 0028 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 33.000 | 33.000 | 0.000 | $24.50 | $0.00 | $0.00 | |
| 0029 | GRANULAR BACKFILL | 501(F) 6352 | CY | 44.000 | 44.000 | 0.000 | $79.61 | $0.00 | $0.00 | |
| 0030 | CLSM BACKFILL | 501(G) 6315 | CY | 31.000 | 31.000 | 0.000 | 15.360 | $146.97 | $0.00 | $2,257.46 |
| 0031 | CLASS AA CONCRETE | 509(A) 0319 | CY | 95.000 | 95.000 | 0.000 | $734.85 | $0.00 | $0.00 | |
| 0032 | CLASS A CONCRETE | 509(B) 0321 | CY | 73.000 | 73.000 | 0.000 | $489.90 | $0.00 | $0.00 | |
| 0033 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 2.000 | 2.000 | 0.000 | $1,041.04 | $0.00 | $0.00 | |
| 0034 | REINFORCING STEEL | 511(A) 0332 | LB | 25,761.000 | 25,761.000 | 0.000 | $1.23 | $0.00 | $0.00 | |
| 0035 | (PL)INLET AND BASIN | 535 6138 | EA | 2.000 | 2.000 | 0.000 | $2,500.00 | $0.00 | $0.00 | |
| 0036 | INLET GPI TYPE 1 (DES. 1) | 611(E) 5327 | EA | 1.000 | 1.000 | 0.000 | $1,652.00 | $0.00 | $0.00 | |
| 0037 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 849.000 | 849.000 | 16.000 | 773.000 | $100.00 | $1,600.00 | $77,300.00 |
| 0038 | 12" CORR. GALV. STEEL PIPE | 613(D) 0688 | LF | 98.000 | 98.000 | 0.000 | $24.00 | $0.00 | $0.00 | |
| 0039 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 2,926.000 | 2,926.000 | 0.000 | 2,443.000 | $35.00 | $0.00 | $85,505.00 |
| 0040 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 6.000 | 6.000 | 0.000 | $1,500.00 | $0.00 | $0.00 | |
| 0041 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 2.000 | 2.000 | 1.000 | 3.000 | $1,800.00 | $1,800.00 | $5,400.00 |
| 0042 | 4" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1089 | LF | 13,113.000 | 13,113.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0043 | 4" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1094 | LF | 1,600.000 | 1,600.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0044 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.150 | $175,000.00 | $0.00 | $26,250.00 | |
| 0045 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 77,951.000 | 77,951.000 | 0.000 | $1.24 | $0.00 | $0.00 | |
| 0046 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 63,641.000 | 63,641.000 | 21,182.220 | $2.04 | $0.00 | $43,211.73 | |
| 0047 | CONCRETE MEDIAN BARRIER, DESIGN 1 | 627(I) 4317 | LF | 4,740.000 | 4,740.000 | 0.000 | $65.00 | $0.00 | $0.00 | |
| 0048 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 44.000 | 44.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 0049 | BARRIER DELINEATORS(TYPE 1, CODE 1) | 853 9060 | EA | 94.000 | 94.000 | 0.000 | $27.69 | $0.00 | $0.00 | |
| 0050 | (PL)IMPACT ATTENUATOR | 871 8325 | EA | 21.000 | 21.000 | 0.000 | $25,959.38 | $0.00 | $0.00 | |
| 0051 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 2.000 | 2.000 | 0.000 | $2,341.20 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY | $4,363.45 | $1,388,210.72 | ||||||||
| Fed/State Project Number: IMY-0040-4(396)128SS | Project: 20539(04) | Category: 0101/ROADWAY - ADD ALT | ||||||||
| 0052 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 5,000.000 | 5,000.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
| 0053 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.000 | $150,000.00 | $0.00 | $0.00 | |
| 0054 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 12,765.000 | 12,765.000 | 0.000 | $1.40 | $0.00 | $0.00 | |
| 0055 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 6,449.000 | 6,449.000 | 0.000 | $2.45 | $0.00 | $0.00 | |
| Subtotals For Category 0101/ROADWAY - ADD ALT | $0.00 | $0.00 | ||||||||
| Fed/State Project Number: IMY-0040-4(396)128SS | Project: 20539(04) | Category: 0200/BRIDGE 'A' | ||||||||
| 0056 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 140.000 | 140.000 | 0.000 | $12.25 | $0.00 | $0.00 | |
| 0057 | CLSM BACKFILL | 501(G) 6309 | CY | 190.000 | 190.000 | 0.000 | $183.71 | $0.00 | $0.00 | |
| 0058 | APPROACH SLAB | 504(A) 1304 | SY | 334.000 | 334.000 | 0.000 | $188.61 | $0.00 | $0.00 | |
| 0059 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 381.000 | 381.000 | 0.000 | $75.93 | $0.00 | $0.00 | |
| 0060 | STRUCTURAL STEEL | 506(A) 1322 | LB | 174,120.000 | 174,120.000 | 0.000 | $2.69 | $0.00 | $0.00 | |
| 0061 | CLASS AA CONCRETE | 509(A) 1326 | CY | 331.100 | 331.100 | 0.000 | $612.38 | $0.00 | $0.00 | |
| 0062 | CLASS A CONCRETE | 509(B) 1328 | CY | 217.000 | 217.000 | 56.800 | 109.800 | $721.38 | $40,974.38 | $79,207.52 |
| 0063 | REINFORCING STEEL | 511(A) 1332 | LB | 1,240.000 | 1,240.000 | 0.000 | $1.35 | $0.00 | $0.00 | |
| 0064 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 95,040.000 | 95,040.000 | 0.000 | $1.15 | $0.00 | $0.00 | |
| 0065 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 1,089.000 | 1,089.000 | 505.000 | $39.19 | $0.00 | $19,790.95 | |
| 0066 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 1,089.000 | 1,089.000 | 0.000 | 470.530 | $13.48 | $0.00 | $6,342.74 |
| 0067 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 22.000 | 22.000 | 10.000 | $918.56 | $0.00 | $9,185.60 | |
| 0068 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 700.000 | 700.000 | 0.000 | $4.29 | $0.00 | $0.00 | |
| 0069 | DRILLED SHAFTS 54" DIAMETER | 516(A) 6095 | LF | 304.000 | 304.000 | 0.000 | 156.000 | $967.55 | $0.00 | $150,937.80 |
| 0070 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 490.500 | 490.500 | 0.000 | $3.68 | $0.00 | $0.00 | |
| 0071 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 11.000 | 11.000 | 0.000 | $306.19 | $0.00 | $0.00 | |
| 0072 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 18.000 | 18.000 | 0.000 | $569.51 | $0.00 | $0.00 | |
| 0073 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 36.000 | 36.000 | 0.000 | $845.08 | $0.00 | $0.00 | |
| 0074 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 36.000 | 36.000 | 0.000 | $688.31 | $0.00 | $0.00 | |
| 0075 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 150.000 | 150.000 | 0.000 | $30.62 | $0.00 | $0.00 | |
| 0076 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 25.000 | 25.000 | 0.000 | $30.62 | $0.00 | $0.00 | |
| 0077 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $110,000.00 | $0.00 | $0.00 | |
| Subtotals For Category 0200/BRIDGE 'A' | $40,974.38 | $265,464.61 | ||||||||
| Fed/State Project Number: IMY-0040-4(396)128SS | Project: 20539(04) | Category: 0201/BRIDGE 'B' | ||||||||
| 0078 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 150.000 | 150.000 | 0.000 | $12.25 | $0.00 | $0.00 | |
| 0079 | CLSM BACKFILL | 501(G) 6309 | CY | 203.000 | 203.000 | 0.000 | $183.71 | $0.00 | $0.00 | |
| 0080 | APPROACH SLAB | 504(A) 1304 | SY | 364.000 | 364.000 | 0.000 | $189.84 | $0.00 | $0.00 | |
| 0081 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 381.000 | 381.000 | 0.000 | $75.93 | $0.00 | $0.00 | |
| 0082 | STRUCTURAL STEEL | 506(A) 1322 | LB | 193,610.000 | 193,610.000 | 0.000 | 85,963.000 | $2.69 | $0.00 | $231,240.47 |
| 0083 | CLASS AA CONCRETE | 509(A) 1326 | CY | 362.600 | 362.600 | 0.000 | $617.27 | $0.00 | $0.00 | |
| 0084 | CLASS A CONCRETE | 509(B) 1328 | CY | 234.800 | 234.800 | 0.000 | 100.000 | $722.60 | $0.00 | $72,260.00 |
| 0085 | REINFORCING STEEL | 511(A) 1332 | LB | 1,240.000 | 1,240.000 | 0.000 | $1.33 | $0.00 | $0.00 | |
| 0086 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 102,990.000 | 102,990.000 | 45,773.000 | 45,773.000 | $1.20 | $54,927.60 | $54,927.60 |
| 0087 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 1,300.000 | 1,300.000 | 505.000 | $48.99 | $0.00 | $24,739.95 | |
| 0088 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 1,300.000 | 1,300.000 | 0.000 | 482.130 | $13.48 | $0.00 | $6,499.11 |
| 0089 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 26.000 | 26.000 | 10.000 | $918.56 | $0.00 | $9,185.60 | |
| 0090 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 724.000 | 724.000 | 0.000 | $3.98 | $0.00 | $0.00 | |
| 0091 | DRILLED SHAFTS 54" DIAMETER | 516(A) 6095 | LF | 432.000 | 432.000 | 0.000 | 201.000 | $808.34 | $0.00 | $162,476.34 |
| 0092 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 518.500 | 518.500 | 0.000 | $3.98 | $0.00 | $0.00 | |
| 0093 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 11.000 | 11.000 | 0.000 | $306.19 | $0.00 | $0.00 | |
| 0094 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 20.000 | 20.000 | 0.000 | $569.51 | $0.00 | $0.00 | |
| 0095 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 40.000 | 40.000 | 0.000 | $865.90 | $0.00 | $0.00 | |
| 0096 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 40.000 | 40.000 | 0.000 | $691.99 | $0.00 | $0.00 | |
| 0097 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 164.000 | 164.000 | 0.000 | $30.62 | $0.00 | $0.00 | |
| 0098 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 25.000 | 25.000 | 0.000 | $30.62 | $0.00 | $0.00 | |
| 0099 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $110,000.00 | $0.00 | $0.00 | |
| Subtotals For Category 0201/BRIDGE 'B' | $54,927.60 | $561,329.07 | ||||||||
| Fed/State Project Number: IMY-0040-4(396)128SS | Project: 20539(04) | Category: 0300/STRIPING | ||||||||
| 0100 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 84,024.000 | 84,024.000 | 0.000 | $0.56 | $0.00 | $0.00 | |
| 0101 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 11,316.000 | 11,316.000 | 0.000 | $0.69 | $0.00 | $0.00 | |
| 0102 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 5,520.000 | 5,520.000 | 0.000 | $0.98 | $0.00 | $0.00 | |
| Subtotals For Category 0300/STRIPING | $0.00 | $0.00 | ||||||||
| Fed/State Project Number: IMY-0040-4(396)128SS | Project: 20539(04) | Category: 0301/TRAFFIC OPERATIONS | ||||||||
| 0103 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 46,450.000 | 46,450.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
| 0104 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 47,190.000 | 47,190.000 | 20,917.000 | $20.00 | $0.00 | $418,340.00 | |
| 0105 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 133,800.000 | 133,800.000 | 49,857.800 | $0.14 | $0.00 | $6,980.09 | |
| 0106 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 3,000.000 | 3,000.000 | 0.000 | $1.25 | $0.00 | $0.00 | |
| 0107 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 30,000.000 | 30,000.000 | 27,935.900 | $0.35 | $0.00 | $9,777.57 | |
| 0108 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8485 | SD | 126,540.000 | 126,540.000 | 225.000 | 1,035.000 | $0.14 | $31.50 | $144.90 |
| 0109 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 320.000 | 320.000 | 0.000 | $138.45 | $0.00 | $0.00 | |
| 0110 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 114,000.000 | 114,000.000 | 0.000 | $0.07 | $0.00 | $0.00 | |
| 0111 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 180.000 | 180.000 | 25.000 | $6.93 | $0.00 | $173.25 | |
| 0112 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 24,480.000 | 24,480.000 | 240.000 | 1,712.000 | $0.25 | $60.00 | $428.00 |
| 0113 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 23,060.000 | 23,060.000 | 195.000 | 1,239.000 | $1.18 | $230.10 | $1,462.02 |
| 0114 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 29,920.000 | 29,920.000 | 342.000 | 2,389.000 | $0.69 | $235.98 | $1,648.41 |
| 0115 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,880.000 | 2,880.000 | 105.000 | 573.000 | $2.77 | $290.85 | $1,587.21 |
| 0116 | WING BARRICADES | 880(C) 8848 | SD | 2,880.000 | 2,880.000 | 30.000 | 214.000 | $2.08 | $62.40 | $445.12 |
| 0117 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 15,480.000 | 15,480.000 | 492.000 | 3,437.000 | $0.69 | $339.48 | $2,371.53 |
| 0118 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 143,316.000 | 143,316.000 | 75.000 | 398.000 | $0.12 | $9.00 | $47.76 |
| 0119 | DRUMS | 880(F) 8878 | SD | 143,316.000 | 143,316.000 | 75.000 | 578.000 | $0.07 | $5.25 | $40.46 |
| 0120 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 14,600.000 | 14,600.000 | 0.000 | $0.14 | $0.00 | $0.00 | |
| 0121 | CHANNELIZER CONES | 880(G) 8890 | SD | 143,316.000 | 143,316.000 | 121.000 | 24,295.000 | $0.14 | $16.94 | $3,401.30 |
| 0122 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,080.000 | 1,080.000 | 0.000 | $65.00 | $0.00 | $0.00 | |
| 0123 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 640.000 | 640.000 | 99.000 | $20.77 | $0.00 | $2,056.23 | |
| 8003 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 0.000 | 0.000 | $0.23 | $0.00 | $0.00 | |
| 8004 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 0.000 | 0.000 | $0.23 | $0.00 | $0.00 | |
| Subtotals For Category 0301/TRAFFIC OPERATIONS | $1,281.50 | $448,903.85 | ||||||||
| Fed/State Project Number: IMY-0040-4(396)128SS | Project: 20539(04) | Category: 0304/CABLE BARRIER | ||||||||
| 0124 | CLASS AA CONCRETE | 509(A) 0319 | CY | 372.000 | 372.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
| 0125 | (PL)CABLE END ANCHOR UNIT | 628 5110 | EA | 8.000 | 8.000 | 0.000 | $2,076.75 | $0.00 | $0.00 | |
| 0126 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 21,200.000 | 21,200.000 | 0.000 | $14.53 | $0.00 | $0.00 | |
| 0127 | CABLE BARRIER TENSION METER | 628 5175 | EA | 1.000 | 1.000 | 0.000 | $2,769.00 | $0.00 | $0.00 | |
| 0128 | INSTALLATION OF CABLE BARRIER SYSTEM | 628 5180 | LF | 10,600.000 | 10,600.000 | 0.000 | $4.16 | $0.00 | $0.00 | |
| 0129 | REMOVAL OF CABLE BARRIER | 628 5190 | LF | 10,600.000 | 10,600.000 | 0.000 | $2.08 | $0.00 | $0.00 | |
| Subtotals For Category 0304/CABLE BARRIER | $0.00 | $0.00 | ||||||||
| Subtotals For Project IMY-0040-4(396)128SS /20539(04) | $101,546.93 | $2,663,908.25 | ||||||||
| 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: IM-STIM(015) | Project: 24424(06) | Category: 0100/ROADWAY | ||||||||
| 0130 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 200.000 | 200.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
| 0131 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 68,129.000 | 68,129.000 | 44,283.850 | 61,316.100 | $5.00 | $221,419.25 | $306,580.50 |
| 0132 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 13,239.000 | 13,239.000 | 0.000 | 11,915.100 | $10.00 | $0.00 | $119,151.00 |
| 0133 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.500 | $175,000.00 | $0.00 | $87,500.00 |
| 0134 | TEMPORARY BALE BARRIER | 222 2801 | LF | 510.000 | 510.000 | 0.000 | $6.93 | $0.00 | $0.00 | |
| 0135 | TEMPORARY SILT FENCE | 223 2801 | LF | 37,831.000 | 37,831.000 | 0.000 | $1.73 | $0.00 | $0.00 | |
| 0136 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 13.000 | 13.000 | 0.000 | $103.84 | $0.00 | $0.00 | |
| 0137 | SOLID SLAB SODDING | 230(A) 2806 | SY | 82,782.000 | 82,782.000 | 0.000 | $1.75 | $0.00 | $0.00 | |
| 0138 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 16.500 | 16.500 | 0.000 | $692.25 | $0.00 | $0.00 | |
| 0139 | MOWING | 241 2832 | AC | 51.300 | 51.300 | 0.000 | $138.45 | $0.00 | $0.00 | |
| 0140 | AGGREGATE BASE | 303 0192 | CY | 50,477.000 | 50,477.000 | 0.000 | $30.72 | $0.00 | $0.00 | |
| 0141 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 275,305.000 | 275,305.000 | 0.000 | $8.55 | $0.00 | $0.00 | |
| 0142 | SEPARATOR FABRIC | 325 5271 | SY | 336,281.000 | 336,281.000 | 25,632.510 | 25,632.510 | $0.85 | $21,787.63 | $21,787.63 |
| 0143 | (SP)LIME | 327(D) 4230 | TON | 6,621.000 | 6,621.000 | 786.640 | 786.640 | $110.00 | $86,530.40 | $86,530.40 |
| 0144 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 304,996.000 | 304,996.000 | 75,871.550 | 75,871.550 | $1.16 | $88,011.00 | $88,011.00 |
| 0145 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 35,632.000 | 35,632.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
| 0146 | PRIME COAT | 408 5774 | GAL | 107,767.000 | 107,767.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
| 0147 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 72,568.000 | 72,568.000 | 0.000 | $0.45 | $0.00 | $0.00 | |
| 0148 | 8" P.C. CONCRETE PAVEMENT | 414(A) 0260 | SY | 40,504.000 | 40,504.000 | 0.000 | 19,167.990 | $18.07 | $0.00 | $346,365.58 |
| 0149 | 12" P.C. CONCRETE PAVEMENT | 414(A) 0264 | SY | 33,188.000 | 33,188.000 | 0.000 | $39.00 | $0.00 | $0.00 | |
| 0150 | 9.5" P.C. CONCRETE PAVEMENT | 414(A) 0361 | SY | 48,673.000 | 48,673.000 | 0.000 | $32.00 | $0.00 | $0.00 | |
| 0151 | 8" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5753 | SY | 18,420.000 | 18,420.000 | 0.000 | $21.37 | $0.00 | $0.00 | |
| 0152 | 12" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5756 | SY | 109,956.000 | 109,956.000 | 0.000 | $43.00 | $0.00 | $0.00 | |
| 0153 | 9.5" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 6854 | SY | 67,094.000 | 67,094.000 | 0.000 | $38.00 | $0.00 | $0.00 | |
| 0154 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 36.000 | 36.000 | 0.000 | $24.50 | $0.00 | $0.00 | |
| 0155 | GRANULAR BACKFILL | 501(F) 6352 | CY | 47.000 | 47.000 | 0.000 | $79.61 | $0.00 | $0.00 | |
| 0156 | CLASS AA CONCRETE | 509(A) 0319 | CY | 59.000 | 59.000 | 0.000 | $796.09 | $0.00 | $0.00 | |
| 0157 | CLASS A CONCRETE | 509(B) 0321 | CY | 51.450 | 51.450 | 0.000 | $704.24 | $0.00 | $0.00 | |
| 0158 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 53.000 | 53.000 | 0.000 | $734.85 | $0.00 | $0.00 | |
| 0159 | CLASS C CONCRETE | 509(D) 0325 | CY | 25.000 | 25.000 | 0.000 | $489.90 | $0.00 | $0.00 | |
| 0160 | REINFORCING STEEL | 511(A) 0332 | LB | 19,353.000 | 19,353.000 | 0.000 | $1.23 | $0.00 | $0.00 | |
| 0161 | (PL)INLET AND BASIN | 535 6138 | EA | 2.000 | 2.000 | 0.000 | $2,500.00 | $0.00 | $0.00 | |
| 0162 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 1.000 | 1.000 | 0.000 | $1,147.00 | $0.00 | $0.00 | |
| 0163 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 2.000 | 2.000 | 0.000 | $1,342.00 | $0.00 | $0.00 | |
| 0164 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 302.000 | 302.000 | 0.000 | $41.81 | $0.00 | $0.00 | |
| 0165 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 95.000 | 95.000 | 0.000 | 80.000 | $49.92 | $0.00 | $3,993.60 |
| 0166 | 12" CORR. GALV. STEEL PIPE | 613(D) 0688 | LF | 100.000 | 100.000 | 0.000 | $20.72 | $0.00 | $0.00 | |
| 0167 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 930.000 | 930.000 | 0.000 | 1,259.000 | $31.16 | $0.00 | $39,230.44 |
| 0168 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 3.000 | 3.000 | 0.000 | 3.000 | $1,800.00 | $0.00 | $5,400.00 |
| 0169 | TYPE B6 SLOPED CONCRETE END SECTION | 613(MM) 7521 | EA | 2.000 | 2.000 | 0.000 | $1,200.00 | $0.00 | $0.00 | |
| 0170 | 4" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1089 | LF | 47,470.000 | 47,470.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0171 | 4" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1094 | LF | 1,400.000 | 1,400.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0172 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.100 | $175,000.00 | $0.00 | $17,500.00 | |
| 0173 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 162,976.000 | 162,976.000 | 0.000 | $1.24 | $0.00 | $0.00 | |
| 0174 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 62,973.000 | 62,973.000 | 19,437.770 | $2.04 | $0.00 | $39,653.05 | |
| 0175 | CONCRETE MEDIAN BARRIER, DESIGN 1 | 627(I) 4317 | LF | 3,972.000 | 3,972.000 | 0.000 | $65.00 | $0.00 | $0.00 | |
| 0176 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 48.000 | 48.000 | 0.000 | $612.38 | $0.00 | $0.00 | |
| 0177 | BARRIER DELINEATORS(TYPE 1, CODE 1) | 853 9060 | EA | 80.000 | 80.000 | 0.000 | $27.69 | $0.00 | $0.00 | |
| 0178 | (PL)IMPACT ATTENUATOR | 871 8325 | EA | 12.000 | 12.000 | 0.000 | $25,959.38 | $0.00 | $0.00 | |
| 0179 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 2.000 | 2.000 | 0.000 | $2,341.20 | $0.00 | $0.00 | |
| 8000 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 0.000 | 0.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
| 8001 | (SP)P.C. C. FOR UNBONDED PAVE. OVERLAY | 414(H) 5225 | CY | 0.000 | 0.000 | 0.000 | $95.00 | $0.00 | $0.00 | |
| 8002 | (SP)P.C.C. PAVE.UNBONDED O/L, PLACE ONLY | 414(I) 5280 | SY | 0.000 | 0.000 | 0.000 | $13.00 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY | $417,748.28 | $1,161,703.20 | ||||||||
| Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0200/BRIDGE 'C' | ||||||||
| 0180 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 265.000 | 265.000 | 0.000 | $18.38 | $0.00 | $0.00 | |
| 0181 | CLSM BACKFILL | 501(G) 6309 | CY | 150.000 | 150.000 | 0.000 | $183.71 | $0.00 | $0.00 | |
| 0182 | APPROACH SLAB | 504(A) 1304 | SY | 500.500 | 500.500 | 0.000 | $186.16 | $0.00 | $0.00 | |
| 0183 | (PL)SEALED EXPANSION JOINTS | 504(C) 6276 | LF | 73.700 | 73.700 | 0.000 | $369.87 | $0.00 | $0.00 | |
| 0184 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 323.200 | 323.200 | 0.000 | $77.17 | $0.00 | $0.00 | |
| 0185 | STRUCTURAL STEEL | 506(A) 1322 | LB | 111,320.000 | 111,320.000 | 0.000 | $2.65 | $0.00 | $0.00 | |
| 0186 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 36.700 | 36.700 | 0.000 | $122.48 | $0.00 | $0.00 | |
| 0187 | CLASS AA CONCRETE | 509(A) 1326 | CY | 194.200 | 194.200 | 0.000 | $624.62 | $0.00 | $0.00 | |
| 0188 | CLASS A CONCRETE | 509(B) 1328 | CY | 174.100 | 174.100 | 0.000 | $796.09 | $0.00 | $0.00 | |
| 0189 | REINFORCING STEEL | 511(A) 1332 | LB | 680.000 | 680.000 | 0.000 | $1.35 | $0.00 | $0.00 | |
| 0190 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 74,780.000 | 74,780.000 | 0.000 | $1.21 | $0.00 | $0.00 | |
| 0191 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 657.000 | 657.000 | 0.000 | $3.98 | $0.00 | $0.00 | |
| 0192 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 391.000 | 391.000 | 0.000 | 308.000 | $606.26 | $0.00 | $186,728.08 |
| 0193 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 92.000 | 92.000 | 0.000 | 92.000 | $1,188.01 | $0.00 | $109,296.92 |
| 0194 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 12.000 | 12.000 | 0.000 | $122.48 | $0.00 | $0.00 | |
| 0195 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 1.000 | 1.000 | 0.000 | $612.38 | $0.00 | $0.00 | |
| 0196 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 3.800 | 3.800 | 0.000 | $1,224.75 | $0.00 | $0.00 | |
| 0197 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 174.200 | 174.200 | 0.000 | $3.68 | $0.00 | $0.00 | |
| 0198 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 3.000 | 3.000 | 0.000 | $367.43 | $0.00 | $0.00 | |
| 0199 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 18.000 | 18.000 | 0.000 | $1,041.04 | $0.00 | $0.00 | |
| 0200 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 36.000 | 36.000 | 0.000 | $1,071.66 | $0.00 | $0.00 | |
| 0201 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 148.000 | 148.000 | 0.000 | $30.62 | $0.00 | $0.00 | |
| 0202 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 72.000 | 72.000 | 0.000 | $30.62 | $0.00 | $0.00 | |
| 0203 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2515 | EA | 2.000 | 2.000 | 0.000 | $8,500.00 | $0.00 | $0.00 | |
| 0204 | (PL)REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 0.000 | $40,000.00 | $0.00 | $0.00 | |
| 0205 | (PL)REMOVAL OF BRIDGE ITEM (TYPE C) | 619(B) 2535 | EA | 2.000 | 2.000 | 0.000 | $18,000.00 | $0.00 | $0.00 | |
| 0206 | (PL)REMOVAL OF BRIDGE ITEM (TYPE D) | 619(B) 2545 | EA | 2.000 | 2.000 | 0.000 | $24,000.00 | $0.00 | $0.00 | |
| Subtotals For Category 0200/BRIDGE 'C' | $0.00 | $296,025.00 | ||||||||
| Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0201/BRIDGE 'D' | ||||||||
| 0207 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 250.000 | 250.000 | 0.000 | $18.38 | $0.00 | $0.00 | |
| 0208 | CLSM BACKFILL | 501(G) 6309 | CY | 160.000 | 160.000 | 0.000 | 160.000 | $183.71 | $0.00 | $29,393.60 |
| 0209 | APPROACH SLAB | 504(A) 1304 | SY | 500.500 | 500.500 | 0.000 | $186.16 | $0.00 | $0.00 | |
| 0210 | (PL)SEALED EXPANSION JOINTS | 504(C) 6276 | LF | 73.700 | 73.700 | 0.000 | $369.87 | $0.00 | $0.00 | |
| 0211 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 323.200 | 323.200 | 0.000 | $77.17 | $0.00 | $0.00 | |
| 0212 | STRUCTURAL STEEL | 506(A) 1322 | LB | 111,320.000 | 111,320.000 | 0.000 | 47,730.000 | $2.69 | $0.00 | $128,393.70 |
| 0213 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 38.400 | 38.400 | 0.000 | $122.48 | $0.00 | $0.00 | |
| 0214 | CLASS AA CONCRETE | 509(A) 1326 | CY | 194.200 | 194.200 | 110.970 | 171.970 | $617.27 | $68,498.45 | $106,151.92 |
| 0215 | CLASS A CONCRETE | 509(B) 1328 | CY | 174.000 | 174.000 | 0.000 | 75.000 | $796.09 | $0.00 | $59,706.75 |
| 0216 | SLOPE WALL (4") | 510(C) 6137 | SY | 938.000 | 938.000 | 0.000 | 69.920 | $75.93 | $0.00 | $5,309.03 |
| 0217 | REINFORCING STEEL | 511(A) 1332 | LB | 720.000 | 720.000 | -360.000 | 360.000 | $1.35 | $-486.00 | $486.00 |
| 0218 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 74,770.000 | 74,770.000 | 0.000 | 36,380.000 | $1.23 | $0.00 | $44,747.40 |
| 0219 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 651.000 | 651.000 | 0.000 | $3.98 | $0.00 | $0.00 | |
| 0220 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 376.000 | 376.000 | 0.000 | 296.000 | $581.76 | $0.00 | $172,200.96 |
| 0221 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 100.000 | 100.000 | 0.000 | 100.000 | $911.21 | $0.00 | $91,121.00 |
| 0222 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 12.000 | 12.000 | 0.000 | $367.43 | $0.00 | $0.00 | |
| 0223 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 1.000 | 1.000 | 0.000 | $612.38 | $0.00 | $0.00 | |
| 0224 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 2.300 | 2.300 | 0.000 | $1,224.75 | $0.00 | $0.00 | |
| 0225 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 174.300 | 174.300 | 0.000 | $3.68 | $0.00 | $0.00 | |
| 0226 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 3.000 | 3.000 | 0.000 | $612.38 | $0.00 | $0.00 | |
| 0227 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 18.000 | 18.000 | 0.000 | 8.000 | $1,006.74 | $0.00 | $8,053.92 |
| 0228 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 36.000 | 36.000 | 0.000 | 16.000 | $987.15 | $0.00 | $15,794.40 |
| 0229 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 148.000 | 148.000 | 0.000 | 68.000 | $30.62 | $0.00 | $2,082.16 |
| 0230 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 72.000 | 72.000 | 0.000 | $30.62 | $0.00 | $0.00 | |
| 0231 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2515 | EA | 2.000 | 2.000 | 0.000 | $4,500.00 | $0.00 | $0.00 | |
| 0232 | (PL)REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 0.000 | $30,000.00 | $0.00 | $0.00 | |
| 0233 | (PL)REMOVAL OF BRIDGE ITEM (TYPE C) | 619(B) 2535 | EA | 2.000 | 2.000 | 0.000 | $15,000.00 | $0.00 | $0.00 | |
| 0234 | (PL)REMOVAL OF BRIDGE ITEM (TYPE D) | 619(B) 2545 | EA | 2.000 | 2.000 | 0.000 | $18,000.00 | $0.00 | $0.00 | |
| 0235 | (PL)REMOVAL OF BRIDGE ITEM (TYPE E) | 619(B) 2550 | LSUM | 1.000 | 1.000 | 0.000 | $7,500.00 | $0.00 | $0.00 | |
| Subtotals For Category 0201/BRIDGE 'D' | $68,012.45 | $663,440.84 | ||||||||
| Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0202/BRIDGE 'E' | ||||||||
| 0236 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 495.000 | 495.000 | 0.000 | $24.50 | $0.00 | $0.00 | |
| 0237 | CLSM BACKFILL | 501(G) 6309 | CY | 321.000 | 321.000 | 0.000 | $183.71 | $0.00 | $0.00 | |
| 0238 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 1,611.000 | 1,611.000 | 0.000 | $198.41 | $0.00 | $0.00 | |
| 0239 | APPROACH SLAB | 504(A) 1304 | SY | 652.800 | 652.800 | 0.000 | $173.91 | $0.00 | $0.00 | |
| 0240 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 90.500 | 90.500 | 0.000 | $269.45 | $0.00 | $0.00 | |
| 0241 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 523.400 | 523.400 | 0.000 | $77.17 | $0.00 | $0.00 | |
| 0242 | STRUCTURAL STEEL | 506(A) 1322 | LB | 11,440.000 | 11,440.000 | 0.000 | $2.94 | $0.00 | $0.00 | |
| 0243 | CLASS AA CONCRETE | 509(A) 1326 | CY | 372.400 | 372.400 | 0.000 | $600.13 | $0.00 | $0.00 | |
| 0244 | CLASS A CONCRETE | 509(B) 1328 | CY | 325.500 | 325.500 | 0.000 | $612.38 | $0.00 | $0.00 | |
| 0245 | (PL)MECHANICAL SPLICES | 511 6306 | EA | 60.000 | 60.000 | 0.000 | $61.24 | $0.00 | $0.00 | |
| 0246 | REINFORCING STEEL | 511(A) 1332 | LB | 2,280.000 | 2,280.000 | 0.000 | $1.35 | $0.00 | $0.00 | |
| 0247 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 172,230.000 | 172,230.000 | 0.000 | $1.13 | $0.00 | $0.00 | |
| 0248 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,296.000 | 1,296.000 | 0.000 | $3.98 | $0.00 | $0.00 | |
| 0249 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 890.000 | 890.000 | 0.000 | 475.280 | $318.44 | $0.00 | $151,348.16 |
| 0250 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 202.000 | 202.000 | 0.000 | 101.000 | $636.87 | $0.00 | $64,323.87 |
| 0251 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 86.000 | 86.000 | 0.000 | $4.29 | $0.00 | $0.00 | |
| 0252 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 0.000 | $612.38 | $0.00 | $0.00 | |
| 0253 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 36.000 | 36.000 | 0.000 | $1,010.42 | $0.00 | $0.00 | |
| 0254 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 18.000 | 18.000 | 0.000 | $1,071.66 | $0.00 | $0.00 | |
| 0255 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 166.000 | 166.000 | 0.000 | $30.62 | $0.00 | $0.00 | |
| 0256 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 80.000 | 80.000 | 0.000 | $30.62 | $0.00 | $0.00 | |
| 0257 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $110,000.00 | $0.00 | $0.00 | |
| Subtotals For Category 0202/BRIDGE 'E' | $0.00 | $215,672.03 | ||||||||
| Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0203/BRIDGE 'F' | ||||||||
| 0258 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 495.000 | 495.000 | 0.000 | $18.38 | $0.00 | $0.00 | |
| 0259 | CLSM BACKFILL | 501(G) 6309 | CY | 321.000 | 321.000 | 0.000 | $183.71 | $0.00 | $0.00 | |
| 0260 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 1,611.000 | 1,611.000 | 0.000 | $205.76 | $0.00 | $0.00 | |
| 0261 | APPROACH SLAB | 504(A) 1304 | SY | 652.800 | 652.800 | 0.000 | $175.15 | $0.00 | $0.00 | |
| 0262 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 90.500 | 90.500 | 0.000 | $371.11 | $0.00 | $0.00 | |
| 0263 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 523.400 | 523.400 | 0.000 | $78.38 | $0.00 | $0.00 | |
| 0264 | STRUCTURAL STEEL | 506(A) 1322 | LB | 11,440.000 | 11,440.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
| 0265 | CLASS AA CONCRETE | 509(A) 1326 | CY | 372.400 | 372.400 | 0.000 | $630.75 | $0.00 | $0.00 | |
| 0266 | CLASS A CONCRETE | 509(B) 1328 | CY | 324.700 | 324.700 | 0.000 | $649.12 | $0.00 | $0.00 | |
| 0267 | (PL)MECHANICAL SPLICES | 511 6306 | EA | 60.000 | 60.000 | 0.000 | $61.24 | $0.00 | $0.00 | |
| 0268 | REINFORCING STEEL | 511(A) 1332 | LB | 2,280.000 | 2,280.000 | 0.000 | $1.55 | $0.00 | $0.00 | |
| 0269 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 172,220.000 | 172,220.000 | 0.000 | $1.14 | $0.00 | $0.00 | |
| 0270 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,296.000 | 1,296.000 | 0.000 | $3.98 | $0.00 | $0.00 | |
| 0271 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 756.000 | 756.000 | 0.000 | 426.500 | $388.25 | $0.00 | $165,588.62 |
| 0272 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 192.000 | 192.000 | 0.000 | 96.000 | $774.04 | $0.00 | $74,307.84 |
| 0273 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 86.000 | 86.000 | 0.000 | $3.68 | $0.00 | $0.00 | |
| 0274 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 0.000 | $612.38 | $0.00 | $0.00 | |
| 0275 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 36.000 | 36.000 | 0.000 | $869.57 | $0.00 | $0.00 | |
| 0276 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 18.000 | 18.000 | 0.000 | $869.57 | $0.00 | $0.00 | |
| 0277 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 166.000 | 166.000 | 0.000 | $30.62 | $0.00 | $0.00 | |
| 0278 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 80.000 | 80.000 | 0.000 | $30.62 | $0.00 | $0.00 | |
| 0279 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $110,000.00 | $0.00 | $0.00 | |
| Subtotals For Category 0203/BRIDGE 'F' | $0.00 | $239,896.46 | ||||||||
| Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0300/STRIPING | ||||||||
| 0280 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 77,660.000 | 77,660.000 | 0.000 | $0.56 | $0.00 | $0.00 | |
| 0281 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 10,463.000 | 10,463.000 | 0.000 | $0.69 | $0.00 | $0.00 | |
| 0282 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 5,520.000 | 5,520.000 | 0.000 | $0.98 | $0.00 | $0.00 | |
| Subtotals For Category 0300/STRIPING | $0.00 | $0.00 | ||||||||
| Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0302/TRAFFIC OPERATIONS | ||||||||
| 0283 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 41,112.000 | 41,112.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
| 0284 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 48,860.000 | 48,860.000 | 18,523.000 | $20.00 | $0.00 | $370,460.00 | |
| 0285 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 218,864.000 | 218,864.000 | 42,663.200 | $0.14 | $0.00 | $5,972.85 | |
| 0286 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 3,000.000 | 3,000.000 | 0.000 | $1.25 | $0.00 | $0.00 | |
| 0287 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 65,559.000 | 65,559.000 | 23,994.900 | $0.35 | $0.00 | $8,398.22 | |
| 0288 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8485 | SD | 92,340.000 | 92,340.000 | 0.000 | $0.14 | $0.00 | $0.00 | |
| 0289 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 320.000 | 320.000 | 0.000 | $138.45 | $0.00 | $0.00 | |
| 0290 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 114,000.000 | 114,000.000 | 0.000 | $0.07 | $0.00 | $0.00 | |
| 0291 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 180.000 | 180.000 | 20.000 | $6.93 | $0.00 | $138.60 | |
| 0292 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 24,480.000 | 24,480.000 | 210.000 | 1,498.000 | $0.25 | $52.50 | $374.50 |
| 0293 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 19,640.000 | 19,640.000 | 195.000 | 1,391.000 | $1.18 | $230.10 | $1,641.38 |
| 0294 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 28,660.000 | 28,660.000 | 192.000 | 1,787.000 | $0.69 | $132.48 | $1,233.03 |
| 0295 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,880.000 | 2,880.000 | 0.000 | $2.77 | $0.00 | $0.00 | |
| 0296 | WING BARRICADES | 880(C) 8848 | SD | 800.000 | 800.000 | 30.000 | 214.000 | $2.08 | $62.40 | $445.12 |
| 0297 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 13,680.000 | 13,680.000 | 192.000 | 1,938.000 | $0.69 | $132.48 | $1,337.22 |
| 0298 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 160,800.000 | 160,800.000 | 324.000 | $0.12 | $0.00 | $38.88 | |
| 0299 | DRUMS | 880(F) 8878 | SD | 160,800.000 | 160,800.000 | 362.000 | $0.07 | $0.00 | $25.34 | |
| 0300 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 14,600.000 | 14,600.000 | 0.000 | $0.14 | $0.00 | $0.00 | |
| 0301 | CHANNELIZER CONES | 880(G) 8890 | SD | 160,800.000 | 160,800.000 | 2,745.000 | 28,572.000 | $0.14 | $384.30 | $4,000.08 |
| 0302 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,080.000 | 1,080.000 | 0.000 | $77.53 | $0.00 | $0.00 | |
| 0303 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | 882 8370 | SD | 13,140.000 | 13,140.000 | 330.000 | 2,453.000 | $41.54 | $13,708.20 | $101,897.62 |
| 0304 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | 882 8372 | SD | 8,760.000 | 8,760.000 | 90.000 | 642.000 | $6.93 | $623.70 | $4,449.06 |
| 0305 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | 882 8374 | SD | 2,920.000 | 2,920.000 | 30.000 | 214.000 | $6.93 | $207.90 | $1,483.02 |
| 0306 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | 882 8376 | SD | 1,460.000 | 1,460.000 | 15.000 | 137.000 | $6.93 | $103.95 | $949.41 |
| 0307 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 640.000 | 640.000 | 99.000 | $20.77 | $0.00 | $2,056.23 | |
| Subtotals For Category 0302/TRAFFIC OPERATIONS | $15,638.01 | $504,900.56 | ||||||||
| Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0304/CABLE BARRIER | ||||||||
| 0308 | CLASS AA CONCRETE | 509(A) 0319 | CY | 395.000 | 395.000 | 0.000 | $304.59 | $0.00 | $0.00 | |
| 0309 | (PL)CABLE END ANCHOR UNIT | 628 5110 | EA | 7.000 | 7.000 | 0.000 | $2,076.75 | $0.00 | $0.00 | |
| 0310 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 22,589.000 | 22,589.000 | 0.000 | $14.53 | $0.00 | $0.00 | |
| 0311 | CABLE BARRIER TENSION METER | 628 5175 | EA | 1.000 | 1.000 | 0.000 | $2,769.00 | $0.00 | $0.00 | |
| 0312 | INSTALLATION OF CABLE BARRIER SYSTEM | 628 5180 | LF | 22,589.000 | 22,589.000 | 0.000 | $4.16 | $0.00 | $0.00 | |
| 0313 | REMOVAL OF CABLE BARRIER | 628 5190 | LF | 22,589.000 | 22,589.000 | 0.000 | $2.08 | $0.00 | $0.00 | |
| Subtotals For Category 0304/CABLE BARRIER | $0.00 | $0.00 | ||||||||
| Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0600/STAKING | ||||||||
| 0314 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.500 | $355,000.00 | $0.00 | $177,500.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $177,500.00 | ||||||||
| Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0640/CONSTRUCTION | ||||||||
| 0315 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.100 | $15,000.00 | $0.00 | $1,500.00 | |
| 0316 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 0.000 | $25,000.00 | $0.00 | $0.00 | |
| 0317 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.980 | $2,500,000.00 | $0.00 | $2,450,000.00 | |
| 0318 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.000 | $350,000.00 | $0.00 | $0.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $2,451,500.00 | ||||||||
| Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0850/Non ARRA Funding | ||||||||
| 8005 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 0.000 | 0.000 | $0.23 | $0.00 | $0.00 | |
| 8006 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 0.000 | 0.000 | $0.23 | $0.00 | $0.00 | |
| Subtotals For Category 0850/Non ARRA Funding | $0.00 | $0.00 | ||||||||
| Subtotals For Project IM-STIM(015) /24424(06) | $501,398.74 | $5,710,638.09 | ||||||||
| 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: IMG-0040-4(421)125TR | Project: 26076(04) | Category: 0300/TRAFFIC CONTROL ITEMS | ||||||||
| 0319 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 45.000 | 45.000 | 0.000 | $138.45 | $0.00 | $0.00 | |
| 0320 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 90.000 | 90.000 | 0.000 | $6.93 | $0.00 | $0.00 | |
| 0321 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 1,395.000 | 1,395.000 | 0.000 | $0.25 | $0.00 | $0.00 | |
| 0322 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 90.000 | 90.000 | 0.000 | $1.18 | $0.00 | $0.00 | |
| 0323 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 990.000 | 990.000 | 0.000 | $0.69 | $0.00 | $0.00 | |
| 0324 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 90.000 | 90.000 | 0.000 | $2.77 | $0.00 | $0.00 | |
| 0325 | WING BARRICADES | 880(C) 8848 | SD | 90.000 | 90.000 | 0.000 | $2.08 | $0.00 | $0.00 | |
| 0326 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 1,170.000 | 1,170.000 | 0.000 | $0.69 | $0.00 | $0.00 | |
| 0327 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 22,251.000 | 22,251.000 | 0.000 | $0.14 | $0.00 | $0.00 | |
| 0328 | DRUMS | 880(F) 8878 | SD | 22,251.000 | 22,251.000 | 0.000 | $0.07 | $0.00 | $0.00 | |
| 0329 | CONES(36" LARGE) | 880(H) 8896 | SD | 20,340.000 | 20,340.000 | 0.000 | $0.04 | $0.00 | $0.00 | |
| 0330 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 180.000 | 180.000 | 0.000 | $65.00 | $0.00 | $0.00 | |
| 0331 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 270.000 | 270.000 | 0.000 | $20.77 | $0.00 | $0.00 | |
| Subtotals For Category 0300/TRAFFIC CONTROL ITEMS | $0.00 | $0.00 | ||||||||
| Fed/State Project Number: IMG-0040-4(421)125TR | Project: 26076(04) | Category: 0304/CABLE BARRIER ITEMS | ||||||||
| 0332 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 2,086.000 | 2,086.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
| 0333 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 500.000 | 500.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
| 0334 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,000.000 | 1,000.000 | 0.000 | $1.73 | $0.00 | $0.00 | |
| 0335 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 9.000 | 9.000 | 0.000 | $103.84 | $0.00 | $0.00 | |
| 0336 | SOLID SLAB SODDING | 230(A) 2806 | SY | 5,867.000 | 5,867.000 | 0.000 | $1.75 | $0.00 | $0.00 | |
| 0337 | AGGREGATE BASE | 303 5912 | TON | 3,376.000 | 3,376.000 | 0.000 | $45.00 | $0.00 | $0.00 | |
| 0338 | CLASS AA CONCRETE | 509(A) 0319 | CY | 199.000 | 199.000 | 0.000 | $304.59 | $0.00 | $0.00 | |
| 0339 | (PL)CABLE END ANCHOR UNIT | 628 5110 | EA | 8.000 | 8.000 | 0.000 | $2,076.75 | $0.00 | $0.00 | |
| 0340 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 10,560.000 | 10,560.000 | 0.000 | $14.53 | $0.00 | $0.00 | |
| 0341 | CABLE BARRIER TENSION METER | 628 5175 | EA | 1.000 | 1.000 | 0.000 | $2,769.00 | $0.00 | $0.00 | |
| Subtotals For Category 0304/CABLE BARRIER ITEMS | $0.00 | $0.00 | ||||||||
| Subtotals For Project IMG-0040-4(421)125TR /26076(04) | $0.00 | $0.00 | ||||||||