Contract ID: | 090321 | Estimate Number: | 0016 | 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: | 01/01/2010 TO 01/15/2010 |
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: | 229.00 | |
Date NTP Issued: | 04/07/2009 | Completion Date: | Current Time Allowed: | 857.00 | |
General Liability Expires: | 03/01/2010 | Workman's Comp Expires: | 03/01/2010 | Percent Time Used: | 26.72 % |
Specification Year: | 1999 | Date Approved: | 01/22/2010 | ||
Current Contract Amount: | $55,726,064.48 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $59,384,562.19 | Participating: | $18,504,195.45 | $18,151,823.56 | $352,371.89 | ||
Percent Complete: | 35.37 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $36,013,256.71 | Non ARRA: | $2,556.22 | $2,556.22 | $0.00 | ||
Unearned Balance: | $39,671,754.42 | Total Earnings: | $18,506,751.67 | $18,154,379.78 | $352,371.89 | ||
Stockpiled Materials: | $1,428,861.59 | $1,441,313.93 | $-12,452.34 | ||||
Gross Earnings: | $19,935,613.26 | $19,595,693.71 | $339,919.55 | ||||
Other Adjustments: | $-222,805.49 | $-182,881.63 | $-39,923.86 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $19,712,807.77 | $19,412,812.08 | $299,995.69 |
Contract ID: | 090321 | Estimate Number: | 0016 | 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 |
002 | Full depth to overlay | Approved | 11/13/2009 | 0.0 | $-3,663,399.47 |
003 | Temporary Traffic Stripe Replacement | Approved | 11/12/2009 | 0.0 | $4,901.76 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20539(04) | 0024 | Epoxy Coated Dowel Bars | Stockpiled Material Initial Payment | 0012 | $49,248.00 |
20539(04) | 0024 | Epoxy Coated Dowel Bars | Stockpiled Material Adjustment | 0013 | $-49,248.00 |
20539(04) | 0026 | Sand | Stockpiled Material Initial Payment | 0012 | $97,626.76 |
20539(04) | 0026 | Sand | Stockpiled Material Initial Payment | 0010 | $215,078.82 |
20539(04) | 0026 | # 57 Rock (1 1/2") | Stockpiled Material Initial Payment | 0012 | $8,044.29 |
20539(04) | 0026 | # 57 Rock (1 1/2") | Stockpiled Material Initial Payment | 0010 | $133,243.29 |
20539(04) | 0026 | Sand ( Material Cost Only ) | Stockpiled Material Initial Payment | 0012 | $110,299.78 |
20539(04) | 0026 | #57 Rock ( Material Cost Only ) | Stockpiled Material Initial Payment | 0012 | $102,825.96 |
20539(04) | 0058 | Reinforcing Steel for APPROACH SLAB | Stockpiled Material Initial Payment | 0012 | $4,061.20 |
20539(04) | 0058 | Reinforcing Steel for APPROACH SLAB | Stockpiled Material Adjustment | 0014 | $-3,877.02 |
20539(04) | 0059 | Reinforcing steel for 42" F-SHAPED PARAPET | Stockpiled Material Initial Payment | 0012 | $1,619.25 |
20539(04) | 0064 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0013 | $-11,203.49 |
20539(04) | 0064 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Initial Payment | 0012 | $11,203.49 |
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 Adjustment | 0014 | $-2,733.92 |
20539(04) | 0073 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0002 | $6,151.32 |
20539(04) | 0087 | Piles, Furnished (HP 10X42) | Stockpiled Material Adjustment | 0007 | $-9,973.75 |
20539(04) | 0087 | Piles, Furnished (HP 10X42) | Stockpiled Material Initial Payment | 0002 | $22,712.50 |
20539(04) | 0095 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0002 | $6,834.80 |
20539(04) | 0095 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0014 | $-2,733.92 |
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) | 0211 | Epoxy Coated Reinforcing Steel Br. D | Stockpiled Material Adjustment | 0012 | $-1,414.00 |
24424(06) | 0211 | Epoxy Coated Reinforcing Steel Br. D | Stockpiled Material Initial Payment | 0009 | $1,414.00 |
24424(06) | 0218 | Epoxy Coated Reinforcing Steel Br. D | Stockpiled Material Adjustment | 0007 | $-6,865.97 |
24424(06) | 0218 | Epoxy Coated Reinforcing Steel Br. D | Stockpiled Material Initial Payment | 0004 | $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 | 0009 | $113,974.94 |
24424(06) | 0238 | Prestessed Concrete Beams (TypeII) | Stockpiled Material Closure | 0009 | $-64,190.21 |
24424(06) | 0238 | Prestessed Concrete Beams (TypeII) | Stockpiled Material Adjustment | 0015 | $-68,385.16 |
24424(06) | 0238 | Prestessed Concrete Beams (TypeII) | Stockpiled Material Initial Payment | 0009 | $38,688.77 |
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 Adjustment | 0016 | $-12,452.34 |
24424(06) | 0247 | Epoxy Coated Reinforcing Steel Br. E | Stockpiled Material Initial Payment | 0004 | $12,452.34 |
24424(06) | 0253 | (PL)Fixed Bearing Assembly Br. E | Stockpiled Material Adjustment | 0015 | $-2,134.08 |
24424(06) | 0253 | (PL)Fixed Bearing Assembly Br. E | Stockpiled Material Initial Payment | 0009 | $4,801.68 |
24424(06) | 0254 | (PL)Expansion Bearing Assembly Br. E | Stockpiled Material Initial Payment | 0009 | $2,400.84 |
24424(06) | 0254 | (PL)Expansion Bearing Assembly Br. E | Stockpiled Material Adjustment | 0015 | $-1,067.04 |
24424(06) | 0260 | Prestressed Concrete Beams (Type II) | Stockpiled Material Adjustment | 0010 | $-16,580.77 |
24424(06) | 0260 | Prestressed Concrete Beams (Type II) | Stockpiled Material Initial Payment | 0006 | $64,190.21 |
24424(06) | 0260 | Prestressed Concrete Beams (Type II) | Stockpiled Material Closure | 0009 | $-64,190.21 |
24424(06) | 0260 | Prestressed Concrete Beams (Type II) | Stockpiled Material Initial Payment | 0009 | $16,580.77 |
24424(06) | 0260 | PRESTRESSED CONCRETE BEAMS (TYPE II)&Frt | Stockpiled Material Initial Payment | 0013 | $135,489.08 |
24424(06) | 0261 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Adjustment | 0013 | $-8,355.00 |
24424(06) | 0261 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Initial Payment | 0009 | $8,355.00 |
24424(06) | 0263 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Adjustment | 0013 | $-2,289.70 |
24424(06) | 0263 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Initial Payment | 0009 | $2,289.70 |
24424(06) | 0269 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Initial Payment | 0009 | $22,063.18 |
24424(06) | 0269 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Adjustment | 0011 | $-20,585.44 |
24424(06) | 0269 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Adjustment | 0011 | $-12,723.50 |
24424(06) | 0269 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Initial Payment | 0004 | $12,723.50 |
24424(06) | 0275 | (PL)Fixed Bearing Assembly Br. F | Stockpiled Material Initial Payment | 0009 | $4,801.68 |
24424(06) | 0275 | (PL)Fixed Bearing Assembly Br. F | Stockpiled Material Adjustment | 0009 | $-2,134.08 |
24424(06) | 0276 | (PL)Expansion Bearing Assembly Br. F | Stockpiled Material Initial Payment | 0009 | $2,400.84 |
24424(06) | 0276 | (PL)Expansion Bearing Assembly Br. F | Stockpiled Material Adjustment | 0009 | $-1,067.04 |
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 | $1,428,861.59 |
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) | 0060 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0011 | -75,487.29 | $2.69 | $-203,060.81 |
20539(04) | 0060 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0013 | 75,487.29 | $2.69 | $203,060.81 |
20539(04) | 0082 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0007 | -10,260.00 | $2.69 | $-27,599.40 |
20539(04) | 0082 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0009 | 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 |
20539(04) | 0091 | DRILLED SHAFTS 54" DIAMETER | * COMPRESSIVE STRENGTH | 0009 | 0.00 | $0.00 | $-7,844.46 |
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 | $-3,924.62 |
24424(06) | 0220 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-5,504.80 |
24424(06) | 0221 | DRILLED SHAFTS 48" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-3,418.72 |
24424(06) | 0242 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0016 | -6,356.00 | $2.94 | $-18,686.64 |
24424(06) | 0247 | EPOXY COATED REINFORCING STEEL | * Material Discrepancy Adjustments | 0016 | -18,794.00 | $1.13 | $-21,237.22 |
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 | $-72,805.49 | * = 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: | 0016 | 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 | 46,506.000 | 0.000 | 41,855.400 | $5.00 | $0.00 | $209,277.00 |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 55,376.000 | 88,007.000 | 0.000 | 73,668.700 | $8.67 | $0.00 | $638,707.63 |
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 | 19,230.000 | 0.000 | 31,182.520 | $30.72 | $0.00 | $957,927.02 |
0012 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 193,189.000 | 110,079.000 | 0.000 | 69,091.710 | $8.55 | $0.00 | $590,734.12 |
0013 | SEPARATOR FABRIC | 325 5271 | SY | 261,105.000 | 138,158.000 | 75,139.090 | $0.85 | $0.00 | $63,868.23 | |
0014 | (SP)LIME | 327(D) 4230 | TON | 4,960.000 | 2,999.000 | 862.940 | $110.00 | $0.00 | $94,923.40 | |
0015 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 228,490.000 | 138,158.000 | 0.000 | 82,993.520 | $1.16 | $0.00 | $96,272.47 |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 49,343.000 | 58,620.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
0017 | PRIME COAT | 408 5774 | GAL | 80,654.000 | 40,324.000 | 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 | 23,012.000 | 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 | 2,344.000 | 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 | 27,014.040 | $32.00 | $0.00 | $864,449.28 |
0022 | 8" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5753 | SY | 26,697.000 | 13,349.000 | 0.000 | 866.370 | $21.37 | $0.00 | $18,514.33 |
0023 | 12" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5756 | SY | 40,122.000 | 7,619.000 | 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 | 36,155.400 | $38.00 | $0.00 | $1,373,905.20 |
0025 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 800.000 | 8,000.000 | 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 | 46,465.000 | 0.000 | $95.00 | $0.00 | $0.00 | |
0027 | (SP)PORTLAND CEMENT CONCRETE PAVEMENT, UNBONDED OVERLAY, | 414(I) 5280 | SY | 107,355.000 | 149,599.000 | 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 | 773.000 | $100.00 | $0.00 | $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 | 1,320.000 | 3,763.000 | $35.00 | $46,200.00 | $131,705.00 |
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 | 0.000 | 3.000 | $1,800.00 | $0.00 | $5,400.00 |
0042 | 4" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1089 | LF | 13,113.000 | 2,000.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0043 | 4" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1094 | LF | 1,600.000 | 200.000 | 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 | 23,432.000 | 0.000 | $1.24 | $0.00 | $0.00 | |
0046 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 63,641.000 | 41,883.000 | 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 | $46,200.00 | $5,671,638.39 | ||||||||
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 | 70.000 | $12.25 | $0.00 | $857.50 | |
0057 | CLSM BACKFILL | 501(G) 6309 | CY | 190.000 | 190.000 | 105.000 | $183.71 | $0.00 | $19,289.55 | |
0058 | APPROACH SLAB | 504(A) 1304 | SY | 334.000 | 334.000 | 135.560 | $188.61 | $0.00 | $25,567.97 | |
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 | 75,487.290 | $2.69 | $0.00 | $203,060.81 |
0061 | CLASS AA CONCRETE | 509(A) 1326 | CY | 331.100 | 331.100 | 158.000 | $612.38 | $0.00 | $96,756.04 | |
0062 | CLASS A CONCRETE | 509(B) 1328 | CY | 217.000 | 217.000 | 0.000 | 118.800 | $721.38 | $0.00 | $85,699.94 |
0063 | REINFORCING STEEL | 511(A) 1332 | LB | 1,240.000 | 1,240.000 | 0.000 | 620.000 | $1.35 | $0.00 | $837.00 |
0064 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 95,040.000 | 95,040.000 | 42,240.000 | $1.15 | $0.00 | $48,576.00 | |
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 | 8.000 | $569.51 | $0.00 | $4,556.08 |
0073 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 36.000 | 36.000 | 0.000 | 16.000 | $845.08 | $0.00 | $13,521.28 |
0074 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 36.000 | 36.000 | 16.000 | $688.31 | $0.00 | $11,012.96 | |
0075 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 150.000 | 150.000 | 0.000 | 75.000 | $30.62 | $0.00 | $2,296.50 |
0076 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 25.000 | 25.000 | 0.000 | 10.000 | $30.62 | $0.00 | $306.20 |
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' | $0.00 | $698,594.92 | ||||||||
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 | 75.000 | $12.25 | $0.00 | $918.75 | |
0079 | CLSM BACKFILL | 501(G) 6309 | CY | 203.000 | 203.000 | 0.000 | 101.500 | $183.71 | $0.00 | $18,646.56 |
0080 | APPROACH SLAB | 504(A) 1304 | SY | 364.000 | 364.000 | 0.000 | 142.220 | $189.84 | $0.00 | $26,999.04 |
0081 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 381.000 | 381.000 | 190.500 | $75.93 | $0.00 | $14,464.67 | |
0082 | STRUCTURAL STEEL | 506(A) 1322 | LB | 193,610.000 | 193,610.000 | 0.000 | 75,703.000 | $2.69 | $0.00 | $203,641.07 |
0083 | CLASS AA CONCRETE | 509(A) 1326 | CY | 362.600 | 362.600 | 0.000 | 190.280 | $617.27 | $0.00 | $117,454.14 |
0084 | CLASS A CONCRETE | 509(B) 1328 | CY | 234.800 | 234.800 | 0.000 | 108.700 | $722.60 | $0.00 | $78,546.62 |
0085 | REINFORCING STEEL | 511(A) 1332 | LB | 1,240.000 | 1,240.000 | 0.000 | 620.000 | $1.33 | $0.00 | $824.60 |
0086 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 102,990.000 | 102,990.000 | 45,773.000 | $1.20 | $0.00 | $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 | 8.000 | $569.51 | $0.00 | $4,556.08 |
0095 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 40.000 | 40.000 | 0.000 | 16.000 | $865.90 | $0.00 | $13,854.40 |
0096 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 40.000 | 40.000 | 16.000 | $691.99 | $0.00 | $11,071.84 | |
0097 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 164.000 | 164.000 | 0.000 | 82.000 | $30.62 | $0.00 | $2,510.84 |
0098 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 25.000 | 25.000 | 0.000 | 10.000 | $30.62 | $0.00 | $306.20 |
0099 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.100 | $110,000.00 | $0.00 | $11,000.00 | |
Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $762,623.41 | ||||||||
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 | 23,595.000 | 23,617.000 | $20.00 | $0.00 | $472,340.00 | |
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 | 2,865.000 | $0.14 | $31.50 | $401.10 |
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 | 1.000 | 27.000 | $6.93 | $6.93 | $187.11 |
0112 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 24,480.000 | 24,480.000 | 680.000 | 4,074.000 | $0.25 | $170.00 | $1,018.50 |
0113 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 23,060.000 | 23,060.000 | 195.000 | 2,825.000 | $1.18 | $230.10 | $3,333.50 |
0114 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 29,920.000 | 29,920.000 | 336.000 | 5,085.000 | $0.69 | $231.84 | $3,508.65 |
0115 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,880.000 | 2,880.000 | 105.000 | 1,427.000 | $2.77 | $290.85 | $3,952.79 |
0116 | WING BARRICADES | 880(C) 8848 | SD | 2,880.000 | 2,880.000 | 30.000 | 458.000 | $2.08 | $62.40 | $952.64 |
0117 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 15,480.000 | 15,480.000 | 480.000 | 7,341.000 | $0.69 | $331.20 | $5,065.29 |
0118 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 143,316.000 | 143,316.000 | 80.000 | 1,013.000 | $0.12 | $9.60 | $121.56 |
0119 | DRUMS | 880(F) 8878 | SD | 143,316.000 | 143,316.000 | 390.000 | 4,843.000 | $0.07 | $27.30 | $339.01 |
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 | 2,760.000 | 48,372.000 | $0.14 | $386.40 | $6,772.08 |
0122 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,080.000 | 1,080.000 | 302.500 | $65.00 | $0.00 | $19,662.50 | |
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 | 5,542.000 | 7,058.000 | $0.23 | $0.00 | $1,623.34 | |
8004 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 5,542.000 | 5,176.000 | $0.23 | $0.00 | $1,190.48 | |
Subtotals For Category 0301/TRAFFIC OPERATIONS | $1,778.12 | $539,282.44 | ||||||||
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 | 5,300.000 | $2.08 | $0.00 | $11,024.00 | |
Subtotals For Category 0304/CABLE BARRIER | $0.00 | $11,024.00 | ||||||||
Subtotals For Project IMY-0040-4(396)128SS /20539(04) | $47,978.12 | $7,683,163.16 |
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 | 75.000 | $6.00 | $0.00 | $450.00 | |
0131 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 68,129.000 | 30,572.000 | 0.000 | 27,514.800 | $5.00 | $0.00 | $137,574.00 |
0132 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 13,239.000 | 39,184.000 | 0.000 | 33,941.700 | $10.00 | $0.00 | $339,417.00 |
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 | 25,455.000 | 0.000 | 11,524.290 | $30.72 | $0.00 | $354,026.18 |
0141 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 275,305.000 | 151,512.000 | 0.000 | 67,404.600 | $8.55 | $0.00 | $576,309.33 |
0142 | SEPARATOR FABRIC | 325 5271 | SY | 336,281.000 | 191,919.000 | 0.000 | 67,404.600 | $0.85 | $0.00 | $57,293.91 |
0143 | (SP)LIME | 327(D) 4230 | TON | 6,621.000 | 4,166.000 | 0.000 | 1,515.920 | $110.00 | $0.00 | $166,751.20 |
0144 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 304,996.000 | 191,919.000 | 0.000 | 137,966.720 | $1.16 | $0.00 | $160,041.40 |
0145 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 35,632.000 | 42,054.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
0146 | PRIME COAT | 408 5774 | GAL | 107,767.000 | 52,339.000 | 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 | 20,252.000 | 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 | 2,737.000 | 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 | 24,653.730 | $32.00 | $0.00 | $788,919.36 |
0151 | 8" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5753 | SY | 18,420.000 | 9,210.000 | 0.000 | 1,126.400 | $21.37 | $0.00 | $24,071.17 |
0152 | 12" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5756 | SY | 109,956.000 | 8,895.000 | 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 | 32,252.120 | $38.00 | $0.00 | $1,225,580.56 |
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 | 440.000 | 1,699.000 | $31.16 | $13,710.40 | $52,940.84 |
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 | 23,735.000 | 0.000 | 2,300.000 | $3.00 | $0.00 | $6,900.00 |
0171 | 4" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1094 | LF | 1,400.000 | 700.000 | 0.000 | 100.000 | $3.00 | $0.00 | $300.00 |
0172 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.100 | $175,000.00 | $0.00 | $192,500.00 | |
0173 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 162,976.000 | 33,275.000 | 0.000 | $1.24 | $0.00 | $0.00 | |
0174 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 62,973.000 | 41,252.000 | 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 | 4.000 | $612.38 | $0.00 | $2,449.52 |
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 | 8,000.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
8001 | (SP)P.C. C. FOR UNBONDED PAVE. OVERLAY | 414(H) 5225 | CY | 0.000 | 41,171.000 | 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 | 132,554.000 | 0.000 | $13.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $13,710.40 | $4,568,436.70 | ||||||||
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 | 130.000 | $18.38 | $0.00 | $2,389.40 | |
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 | 21.000 | 112.000 | $796.09 | $16,717.89 | $89,162.08 |
0189 | REINFORCING STEEL | 511(A) 1332 | LB | 680.000 | 680.000 | 0.000 | 340.000 | $1.35 | $0.00 | $459.00 |
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' | $16,717.89 | $388,035.48 | ||||||||
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 | 125.000 | $18.38 | $0.00 | $2,297.50 | |
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 | 213.480 | $186.16 | $0.00 | $39,741.44 |
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 | 161.600 | $77.17 | $0.00 | $12,470.67 |
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 | 0.000 | 171.970 | $617.27 | $0.00 | $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 | 0.000 | 360.000 | $1.35 | $0.00 | $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 | 30.000 | $30.62 | $0.00 | $918.60 |
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 | 0.100 | $30,000.00 | $0.00 | $3,000.00 | |
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' | $0.00 | $721,869.05 | ||||||||
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 | 240.000 | $24.50 | $0.00 | $5,880.00 | |
0237 | CLSM BACKFILL | 501(G) 6309 | CY | 321.000 | 321.000 | 110.500 | 110.500 | $183.71 | $20,299.96 | $20,299.96 |
0238 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 1,611.000 | 1,611.000 | 0.000 | 716.000 | $198.41 | $0.00 | $142,061.56 |
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 | 6,356.000 | 6,356.000 | $2.94 | $18,686.64 | $18,686.64 |
0243 | CLASS AA CONCRETE | 509(A) 1326 | CY | 372.400 | 372.400 | 157.500 | 157.500 | $600.13 | $94,520.48 | $94,520.48 |
0244 | CLASS A CONCRETE | 509(B) 1328 | CY | 325.500 | 325.500 | 0.000 | 150.500 | $612.38 | $0.00 | $92,163.19 |
0245 | (PL)MECHANICAL SPLICES | 511 6306 | EA | 60.000 | 60.000 | 30.000 | $61.24 | $0.00 | $1,837.20 | |
0246 | REINFORCING STEEL | 511(A) 1332 | LB | 2,280.000 | 2,280.000 | 0.000 | 1,140.000 | $1.35 | $0.00 | $1,539.00 |
0247 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 172,230.000 | 172,230.000 | 95,683.000 | 95,683.000 | $1.13 | $108,121.79 | $108,121.79 |
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 | 16.000 | $1,010.42 | $0.00 | $16,166.72 |
0254 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 18.000 | 18.000 | 0.000 | 8.000 | $1,071.66 | $0.00 | $8,573.28 |
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' | $241,628.87 | $725,521.85 | ||||||||
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 | 247.500 | $18.38 | $0.00 | $4,549.05 | |
0259 | CLSM BACKFILL | 501(G) 6309 | CY | 321.000 | 321.000 | 340.000 | $183.71 | $0.00 | $62,461.40 | |
0260 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 1,611.000 | 1,611.000 | 0.000 | 716.000 | $205.76 | $0.00 | $147,324.16 |
0261 | APPROACH SLAB | 504(A) 1304 | SY | 652.800 | 652.800 | 0.000 | 278.520 | $175.15 | $0.00 | $48,782.78 |
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 | 261.700 | $78.38 | $0.00 | $20,512.05 |
0264 | STRUCTURAL STEEL | 506(A) 1322 | LB | 11,440.000 | 11,440.000 | 0.000 | 5,000.000 | $3.63 | $0.00 | $18,150.00 |
0265 | CLASS AA CONCRETE | 509(A) 1326 | CY | 372.400 | 372.400 | 0.000 | 249.340 | $630.75 | $0.00 | $157,271.21 |
0266 | CLASS A CONCRETE | 509(B) 1328 | CY | 324.700 | 324.700 | 0.000 | 174.880 | $649.12 | $0.00 | $113,518.10 |
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 | 76,542.220 | $1.14 | $0.00 | $87,258.13 |
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 | 16.000 | $869.57 | $0.00 | $13,913.12 |
0276 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 18.000 | 18.000 | 0.000 | 8.000 | $869.57 | $0.00 | $6,956.56 |
0277 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 166.000 | 166.000 | 0.000 | 90.000 | $30.62 | $0.00 | $2,755.80 |
0278 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 80.000 | 80.000 | 0.000 | 30.000 | $30.62 | $0.00 | $918.60 |
0279 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.100 | $110,000.00 | $0.00 | $11,000.00 | |
Subtotals For Category 0203/BRIDGE 'F' | $0.00 | $935,267.42 | ||||||||
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 | 24,430.000 | 21,483.000 | $20.00 | $0.00 | $429,660.00 | |
0285 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 218,864.000 | 218,864.000 | 43,989.200 | $0.14 | $0.00 | $6,158.49 | |
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 | 24,586.900 | $0.35 | $0.00 | $8,605.42 | |
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 | 21.000 | $6.93 | $0.00 | $145.53 | |
0292 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 24,480.000 | 24,480.000 | 650.000 | 3,728.000 | $0.25 | $162.50 | $932.00 |
0293 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 19,640.000 | 19,640.000 | 195.000 | 2,977.000 | $1.18 | $230.10 | $3,512.86 |
0294 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 28,660.000 | 28,660.000 | 180.000 | 3,338.000 | $0.69 | $124.20 | $2,303.22 |
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 | 458.000 | $2.08 | $62.40 | $952.64 |
0297 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 13,680.000 | 13,680.000 | 180.000 | 3,408.000 | $0.69 | $124.20 | $2,351.52 |
0298 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 160,800.000 | 160,800.000 | 339.000 | $0.12 | $0.00 | $40.68 | |
0299 | DRUMS | 880(F) 8878 | SD | 160,800.000 | 160,800.000 | 377.000 | $0.07 | $0.00 | $26.39 | |
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 | 3,120.000 | 53,608.000 | $0.14 | $436.80 | $7,505.12 |
0302 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,080.000 | 1,080.000 | 213.500 | 495.000 | $77.53 | $16,552.66 | $38,377.36 |
0303 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | 882 8370 | SD | 13,140.000 | 13,140.000 | 330.000 | 4,807.000 | $41.54 | $13,708.20 | $199,682.78 |
0304 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | 882 8372 | SD | 8,760.000 | 8,760.000 | 90.000 | 1,284.000 | $6.93 | $623.70 | $8,898.12 |
0305 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | 882 8374 | SD | 2,920.000 | 2,920.000 | 30.000 | 428.000 | $6.93 | $207.90 | $2,966.04 |
0306 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | 882 8376 | SD | 1,460.000 | 1,460.000 | 15.000 | 199.000 | $6.93 | $103.95 | $1,379.07 |
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 | $32,336.61 | $715,553.47 | ||||||||
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 | 10,504.000 | $2.08 | $0.00 | $21,848.32 | |
Subtotals For Category 0304/CABLE BARRIER | $0.00 | $21,848.32 | ||||||||
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 | 0.300 | $15,000.00 | $0.00 | $4,500.00 | |
0316 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
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 | 0.250 | $350,000.00 | $0.00 | $87,500.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $2,567,000.00 | ||||||||
Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0850/Non ARRA Funding | ||||||||
8005 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 5,114.000 | 6,412.000 | $0.23 | $0.00 | $1,474.76 | |
8006 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 5,114.000 | 4,702.000 | $0.23 | $0.00 | $1,081.46 | |
Subtotals For Category 0850/Non ARRA Funding | $0.00 | $2,556.22 | ||||||||
Subtotals For Project IM-STIM(015) /24424(06) | $304,393.77 | $10,823,588.51 |
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 |