Contract ID: | 100306 | Estimate Number: | 0016 | Contract No: | 610022 | |||
Residency: | SALLISAW (01200) | Estimate Type: | Progressive | Account No: | 400100 | |||
Project Number(s): | IMY-0040-6(346)325, IMY-0040-6(367)325 | ||||||||||||
Primary Job Piece No: | 20910(04) | ||||||||||||
Contract Description: | RESURFACE (P.C. CONCRETE), CABLE BARRIER AND BRIDGE I-40: FROM MILE MARKER 325.06, EXTEND EAST TO MILE MARKER 330.66, AND OVER US-64, 17.29 MI. EAST OF THE US-59 JCT. PROJECT LENGTH = 5.860 MILES. | ||||||||||||
Primary County: | SEQUOYAH | ||||||||||||
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: | 05/20/2010 | NTP Effective Date: | 10/04/2010 | Pay Period: | 04/01/2011 TO 04/15/2011 |
Date Awarded: | 06/07/2010 | Date Work Began: | 08/30/2010 | Original Contract Time: | 500 |
Date Contract Executed: | 06/16/2010 | Date Time Stopped: | Current Time Charged: | 229.00 | |
Date NTP Issued: | 06/22/2010 | Completion Date: | Current Time Allowed: | 559.00 | |
General Liability Expires: | 03/01/2012 | Workman's Comp Expires: | 03/01/2012 | Percent Time Used: | 40.97 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $17,809,649.03 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $17,611,219.08 | Participating: | $7,917,249.45 | $7,051,402.58 | $865,846.87 | ||
Percent Complete: | 49.15 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $9,056,150.28 | Total Earnings: | $7,917,249.45 | $7,051,402.58 | $865,846.87 | ||
Unearned Balance: | $8,857,720.33 | Stockpiled Materials: | $836,249.30 | $844,626.58 | $-8,377.28 | ||
Gross Earnings: | $8,753,498.75 | $7,896,029.16 | $857,469.59 | ||||
Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $8,753,498.75 | $7,896,029.16 | $857,469.59 |
Contract ID: | 100306 | Estimate Number: | 0016 | Primary JP: | 20910(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Replace Existing Items with Lump Sum Item | Approved | 11/15/2010 | 0.0 | $0.00 |
002 | Substitution of Drilled Shafts for Driven Piling | Approved | 04/05/2011 | 0.0 | $198,429.95 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0007 | $-1,808.05 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Initial Payment | 0006 | $58,008.14 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0009 | $-4,218.77 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0016 | $-8,377.28 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0006 | $-2,240.97 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0008 | $-3,876.25 |
20910(04) | 0049 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0006 | $21,225.20 |
20910(04) | 0049 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0010 | $-21,225.20 |
20910(04) | 0049 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0006 | $19,561.40 |
20910(04) | 0049 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0010 | $-19,561.40 |
20910(04) | 0059 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0008 | $24,327.60 |
20910(04) | 0059 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0008 | $-24,327.60 |
20910(04) | 0059 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0008 | $24,327.60 |
20910(04) | 0059 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0008 | $-24,327.60 |
20910(04) | 0072 | STAY-IN-PLACE DECK FORMS BRIDGE D | Stockpiled Material Initial Payment | 0013 | $4,531.35 |
20910(04) | 0072 | STAY-IN-PLACE DECK FORMS BRIDGE D | Stockpiled Material Initial Payment | 0013 | $13,595.24 |
20910(04) | 0084 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0008 | $18,245.70 |
20910(04) | 8000 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0006 | $359,409.02 |
20910(04) | 8000 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0010 | $-132,234.02 |
20910(04) | 8000 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0009 | $-227,175.00 |
20910(04) | 8001 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0006 | $359,409.02 |
20910(07) | 0039 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0008 | $22,980.37 |
20910(07) | 0039 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0015 | $-22,980.37 |
20910(07) | 0045 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0008 | $2,545.28 |
20910(07) | 0046 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0014 | $-6,596.40 |
20910(07) | 0046 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0008 | $6,596.40 |
20910(07) | 0059 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0013 | $-8,891.10 |
20910(07) | 0059 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0008 | $8,891.10 |
20910(07) | 0069 | STAY-IN-PLACE DECK FORMS BRIDGE B | Stockpiled Material Initial Payment | 0013 | $5,436.89 |
20910(07) | 0069 | STAY-IN-PLACE DECK FORMS BRIDGE B | Stockpiled Material Initial Payment | 0013 | $16,310.68 |
20910(07) | 0084 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0008 | $8,891.10 |
20910(07) | 8002 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0013 | $-36,979.72 |
20910(07) | 8002 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0014 | $-36,979.72 |
20910(07) | 8002 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0008 | $369,797.22 |
20910(07) | 8002 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0012 | $-295,837.78 |
20910(07) | 8003 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0008 | $369,797.22 | Subtotals For Stockpile Payments | $836,249.30 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
No line item adjustments have been created on this contract. | Subtotals For Line Item Adjustments | $0.00 |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
01 | TIME 'B' BID | 310.00 | 0.00 | $10,000.00 | $0.00 |
Contract ID: | 100306 | Estimate Number: | 0016 | Primary JP: | 20910(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-0040-6(346)325 | Project: 20910(04) | Category: 0100/ROADWAY IMY-0040-6(346)325 | ||||||||
0001 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 0.250 | $70,000.00 | $0.00 | $17,500.00 | |
0002 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | $30,000.00 | $0.00 | $0.00 | |
0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,000.000 | 3,000.000 | 200.000 | $2.01 | $0.00 | $402.00 | |
0004 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,364.000 | 1,364.000 | 0.000 | $8.51 | $0.00 | $0.00 | |
0005 | SOLID SLAB SODDING | 230(A) 2806 | SY | 209,825.000 | 209,825.000 | 0.000 | $1.01 | $0.00 | $0.00 | |
0006 | SEEDING METHOD B | 232(B) 2814 | AC | 46.000 | 46.000 | 0.000 | $314.18 | $0.00 | $0.00 | |
0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 46.000 | 46.000 | 0.000 | $314.18 | $0.00 | $0.00 | |
0008 | MOWING | 241 2832 | AC | 165.000 | 165.000 | 0.000 | $52.19 | $0.00 | $0.00 | |
0009 | AGGREGATE BASE | 303 0192 | CY | 16,793.000 | 16,793.000 | 1,076.020 | 3,495.010 | $23.00 | $24,748.46 | $80,385.23 |
0010 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 85,643.000 | 85,643.000 | 0.000 | 24,272.330 | $6.00 | $0.00 | $145,633.98 |
0011 | SEPARATOR FABRIC | 325 5271 | SY | 81,957.000 | 81,957.000 | 5,612.340 | 30,574.450 | $0.90 | $5,051.11 | $27,517.01 |
0012 | (SP)FLY ASH | 327(A) 4200 | TON | 5,328.000 | 5,328.000 | 0.000 | $29.00 | $0.00 | $0.00 | |
0013 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 98,445.000 | 98,445.000 | 5,258.660 | 17,081.770 | $0.75 | $3,944.00 | $12,811.33 |
0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 13,951.000 | 13,951.000 | 0.000 | $14.00 | $0.00 | $0.00 | |
0015 | TACK COAT | 407 0250 | GAL | 8,494.000 | 8,494.000 | 0.000 | $2.50 | $0.00 | $0.00 | |
0016 | PRIME COAT | 408 5774 | GAL | 35,584.000 | 35,584.000 | 0.000 | $1.85 | $0.00 | $0.00 | |
0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 14,916.000 | 14,916.000 | 0.000 | $45.00 | $0.00 | $0.00 | |
0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 9,179.000 | 9,179.000 | 0.000 | $51.00 | $0.00 | $0.00 | |
0019 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 119,948.000 | 119,948.000 | 0.000 | $0.28 | $0.00 | $0.00 | |
0020 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 93,001.000 | 93,001.000 | 23,911.570 | 62,900.120 | $6.00 | $143,469.42 | $377,400.72 |
0021 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 169,662.000 | 169,662.000 | 5,990.020 | 89,296.910 | $8.00 | $47,920.16 | $714,375.28 |
0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | 414(I) 5270 | CY | 66,768.000 | 66,768.000 | 6,982.270 | 41,153.940 | $66.00 | $460,829.82 | $2,716,160.04 |
0023 | COLD MILLING PAVEMENT | 417 5267 | SY | 220,600.000 | 220,600.000 | 1,511.110 | 135,900.420 | $0.65 | $982.22 | $88,335.28 |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 280.000 | 280.000 | 0.000 | $250.28 | $0.00 | $0.00 | |
0025 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 3.000 | 3.000 | 0.000 | $1,783.88 | $0.00 | $0.00 | |
0026 | INLETS ADJUST TO GRADE | 612(E) 0645 | EA | 9.000 | 9.000 | 7.000 | $2,662.50 | $0.00 | $18,637.50 | |
0027 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 225.000 | 225.000 | 0.000 | $90.53 | $0.00 | $0.00 | |
0028 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(B) 4495 | LF | 70.000 | 70.000 | 0.000 | $122.48 | $0.00 | $0.00 | |
0029 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 2.000 | 2.000 | 0.000 | $798.75 | $0.00 | $0.00 | |
0030 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 705.000 | 705.000 | 1,770.000 | $23.74 | $0.00 | $42,019.80 | |
0031 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.000 | $5,000.00 | $0.00 | $0.00 | |
0032 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 7,160.000 | 7,160.000 | 0.000 | $4.17 | $0.00 | $0.00 | |
0033 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 62,723.000 | 62,723.000 | 5,009.770 | 11,266.220 | $1.00 | $5,009.77 | $11,266.22 |
0034 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 2,120.000 | 2,120.000 | 280.000 | $1.19 | $0.00 | $333.20 | |
0035 | SAWING PAVEMENT | 619(C) 0924 | LF | 684.000 | 684.000 | 591.000 | $2.50 | $0.00 | $1,477.50 | |
0036 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 2,750.000 | 2,750.000 | 0.000 | $15.18 | $0.00 | $0.00 | |
0037 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 10.000 | 10.000 | 0.000 | $1,384.50 | $0.00 | $0.00 | |
0038 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 2.000 | 2.000 | 0.000 | $532.50 | $0.00 | $0.00 | |
0039 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 12.000 | 12.000 | 0.000 | $2,130.00 | $0.00 | $0.00 | |
0040 | FENCE-STYLE WWF | 624(A) 4281 | LF | 58,882.000 | 58,882.000 | 8,340.000 | 20,430.000 | $5.33 | $44,452.20 | $108,891.90 |
Subtotals For Category 0100/ROADWAY IMY-0040-6(346)325 | $736,407.16 | $4,363,146.99 | ||||||||
Fed/State Project Number: IMY-0040-6(346)325 | Project: 20910(04) | Category: 0202/BRIDGE 'C' IMY-0040-6(346)325 | ||||||||
0041 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 178.000 | 178.000 | 178.000 | $12.00 | $0.00 | $2,136.00 | |
0042 | CLSM BACKFILL | 501(G) 6309 | CY | 157.000 | 157.000 | 160.000 | $93.00 | $0.00 | $14,880.00 | |
0043 | APPROACH SLAB | 504(A) 1304 | SY | 287.800 | 287.800 | 287.800 | $115.00 | $0.00 | $33,097.00 | |
0044 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 91.700 | 91.700 | 91.700 | $268.00 | $0.00 | $24,575.60 | |
0045 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 872.400 | 872.400 | 872.400 | $81.00 | $0.00 | $70,664.40 | |
0046 | STRUCTURAL STEEL | 506(A) 1322 | LB | 17,900.000 | 0.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0047 | CLASS AA CONCRETE | 509(A) 1326 | CY | 317.600 | 317.600 | 317.600 | $563.00 | $0.00 | $178,808.80 | |
0048 | CLASS A CONCRETE | 509(B) 1328 | CY | 5.800 | 5.800 | 5.800 | $1,150.00 | $0.00 | $6,670.00 | |
0049 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 125,200.000 | 125,200.000 | 125,200.000 | $0.81 | $0.00 | $101,412.00 | |
0050 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 0.000 | 0.000 | $365,000.00 | $0.00 | $0.00 | |
0051 | COLLECTION & HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 0.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
0052 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,033.600 | 1,033.600 | 0.000 | $3.00 | $0.00 | $0.00 | |
0053 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 88.000 | 88.000 | 0.000 | $31.95 | $0.00 | $0.00 | |
0054 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 8.800 | 8.800 | 0.000 | $53.25 | $0.00 | $0.00 | |
0055 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 43.000 | 43.000 | 0.000 | $1,278.00 | $0.00 | $0.00 | |
0056 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 284.600 | 284.600 | 0.000 | $3.20 | $0.00 | $0.00 | |
0057 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 2.900 | 2.900 | 0.000 | $90.53 | $0.00 | $0.00 | |
0058 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 5.000 | 5.000 | 5.000 | $3,804.00 | $0.00 | $19,020.00 | |
0059 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 20.000 | 20.000 | 20.000 | $3,804.00 | $0.00 | $76,080.00 | |
0060 | (PL)SILICONE CONSTRUCTION JOINT | 535 6386 | LF | 933.000 | 0.000 | 0.000 | $18.00 | $0.00 | $0.00 | |
0061 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 600.000 | 600.000 | 619.850 | $31.00 | $0.00 | $19,215.35 | |
0062 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 150.000 | 150.000 | 155.540 | $32.00 | $0.00 | $4,977.28 | |
0063 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 128.000 | 128.000 | 0.000 | 128.000 | $20.00 | $0.00 | $2,560.00 |
0064 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 30.000 | 30.000 | 0.000 | 30.000 | $20.00 | $0.00 | $600.00 |
0065 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $100,000.00 | $0.00 | $100,000.00 | |
8000 | STRUCTURAL STEEL | 506(A) 1322 | LB | 0.000 | 395,524.670 | 395,524.670 | $1.39 | $0.00 | $550,689.00 | |
Subtotals For Category 0202/BRIDGE 'C' IMY-0040-6(346)325 | $0.00 | $1,205,385.43 | ||||||||
Fed/State Project Number: IMY-0040-6(346)325 | Project: 20910(04) | Category: 0203/BRIDGE 'D' IMY-0040-6(346)325 | ||||||||
0066 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 178.000 | 178.000 | 0.000 | $12.00 | $0.00 | $0.00 | |
0067 | CLSM BACKFILL | 501(G) 6309 | CY | 157.000 | 157.000 | 0.000 | $93.00 | $0.00 | $0.00 | |
0068 | APPROACH SLAB | 504(A) 1304 | SY | 287.800 | 287.800 | 0.000 | $115.00 | $0.00 | $0.00 | |
0069 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 91.700 | 91.700 | 0.000 | $268.00 | $0.00 | $0.00 | |
0070 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 872.400 | 872.400 | 0.000 | $81.00 | $0.00 | $0.00 | |
0071 | STRUCTURAL STEEL | 506(A) 1322 | LB | 17,220.000 | 0.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0072 | CLASS AA CONCRETE | 509(A) 1326 | CY | 317.600 | 317.600 | 0.000 | $563.00 | $0.00 | $0.00 | |
0073 | CLASS A CONCRETE | 509(B) 1328 | CY | 3.200 | 3.200 | 0.000 | $1,155.00 | $0.00 | $0.00 | |
0074 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 124,880.000 | 124,880.000 | 0.000 | $0.80 | $0.00 | $0.00 | |
0075 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 0.000 | 0.000 | $365,000.00 | $0.00 | $0.00 | |
0076 | COLLECTION & HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 0.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
0077 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,033.600 | 1,033.600 | 0.000 | $3.20 | $0.00 | $0.00 | |
0078 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 56.000 | 56.000 | 0.000 | $31.95 | $0.00 | $0.00 | |
0079 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 5.600 | 5.600 | 0.000 | $53.25 | $0.00 | $0.00 | |
0080 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 33.000 | 33.000 | 0.000 | $1,278.00 | $0.00 | $0.00 | |
0081 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 284.600 | 284.600 | 0.000 | $3.20 | $0.00 | $0.00 | |
0082 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 2.900 | 2.900 | 0.000 | $90.53 | $0.00 | $0.00 | |
0083 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 5.000 | 5.000 | 0.000 | $3,804.00 | $0.00 | $0.00 | |
0084 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 20.000 | 20.000 | 0.000 | $3,804.00 | $0.00 | $0.00 | |
0085 | (PL)SILICONE CONSTRUCTION JOINT | 535 6386 | LF | 933.000 | 0.000 | 0.000 | $18.00 | $0.00 | $0.00 | |
0086 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 600.000 | 600.000 | 0.000 | $31.00 | $0.00 | $0.00 | |
0087 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 150.000 | 150.000 | 0.000 | $32.00 | $0.00 | $0.00 | |
0088 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 128.000 | 128.000 | 0.000 | $21.00 | $0.00 | $0.00 | |
0089 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 30.000 | 30.000 | 0.000 | $21.00 | $0.00 | $0.00 | |
0090 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.000 | $100,000.00 | $0.00 | $0.00 | |
8001 | STRUCTURAL STEEL | 506(A) 1322 | LB | 0.000 | 395,524.670 | 0.000 | $1.39 | $0.00 | $0.00 | |
Subtotals For Category 0203/BRIDGE 'D' IMY-0040-6(346)325 | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IMY-0040-6(346)325 | Project: 20910(04) | Category: 0300/TRAFFIC CONTROL IMY-0040-6(346)325 | ||||||||
0091 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 34,100.000 | 34,100.000 | 0.000 | $0.84 | $0.00 | $0.00 | |
0092 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 34,100.000 | 34,100.000 | 17,050.000 | $23.00 | $0.00 | $392,150.00 | |
0093 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 145,500.000 | 145,500.000 | 106,705.000 | $0.09 | $0.00 | $9,603.45 | |
0094 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 60,000.000 | 60,000.000 | 1,469.000 | $0.21 | $0.00 | $308.49 | |
0095 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 91,000.000 | 91,000.000 | 3,511.000 | $0.11 | $0.00 | $386.21 | |
0096 | (PL)CONST.ZONE IMPACT ATTEN. | 871 8705 | SD | 2,190.000 | 2,190.000 | 0.000 | $5.33 | $0.00 | $0.00 | |
0097 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 166,805.000 | 166,805.000 | 3,300.000 | 40,480.000 | $0.05 | $165.00 | $2,024.00 |
0098 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 730.000 | 730.000 | 30.000 | 458.000 | $5.33 | $159.90 | $2,441.14 |
0099 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 25,000.000 | 25,000.000 | 1,740.000 | 25,596.000 | $0.27 | $469.80 | $6,910.92 |
0100 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 11,000.000 | 11,000.000 | 1,110.000 | 16,964.000 | $1.07 | $1,187.70 | $18,151.48 |
0101 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 25,200.000 | 25,200.000 | 1,215.000 | 17,407.000 | $2.13 | $2,587.95 | $37,076.91 |
0102 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 14,500.000 | 14,500.000 | 630.000 | 9,472.000 | $0.27 | $170.10 | $2,557.44 |
0103 | WING BARRICADES | 880(C) 8848 | SD | 1,460.000 | 1,460.000 | 30.000 | 458.000 | $1.07 | $32.10 | $490.06 |
0104 | VERTICAL PANELS | 880(D) 8854 | SD | 270,000.000 | 270,000.000 | 840.000 | 8,290.000 | $0.01 | $8.40 | $82.90 |
0105 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 35,570.000 | 35,570.000 | 1,470.000 | 21,109.000 | $0.11 | $161.70 | $2,321.99 |
0106 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 384,200.000 | 384,200.000 | 2,100.000 | 26,472.000 | $0.01 | $21.00 | $264.72 |
0107 | DRUMS | 880(F) 8878 | SD | 114,200.000 | 114,200.000 | 2,250.000 | 38,927.000 | $0.01 | $22.50 | $389.27 |
0108 | CHANNELIZER CONES | 880(G) 8890 | SD | 28,000.000 | 28,000.000 | 2,040.000 | 43,637.000 | $0.11 | $224.40 | $4,800.07 |
0109 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 500.000 | 500.000 | 59.000 | 59.000 | $55.32 | $3,263.88 | $3,263.88 |
0110 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,460.000 | 1,460.000 | 45.000 | 608.000 | $10.65 | $479.25 | $6,475.20 |
Subtotals For Category 0300/TRAFFIC CONTROL IMY-0040-6(346)325 | $8,953.68 | $489,698.13 | ||||||||
Fed/State Project Number: IMY-0040-6(346)325 | Project: 20910(04) | Category: 0301/SIGNING & STRIPING IMY-0040-6(346)325 | ||||||||
0111 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 8.000 | 8.000 | 0.000 | $213.00 | $0.00 | $0.00 | |
0112 | REINFORCING STEEL | 804(B) 2916 | LB | 960.000 | 960.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0113 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 102.000 | 102.000 | 0.000 | $14.91 | $0.00 | $0.00 | |
0114 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 117,216.000 | 117,216.000 | 0.000 | $0.43 | $0.00 | $0.00 | |
0115 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 36,336.000 | 36,336.000 | 0.000 | $0.64 | $0.00 | $0.00 | |
0116 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 1,768.000 | 1,768.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0117 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 20.000 | 20.000 | 0.000 | $106.50 | $0.00 | $0.00 | |
0118 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 2.000 | 2.000 | 0.000 | $532.50 | $0.00 | $0.00 | |
Subtotals For Category 0301/SIGNING & STRIPING IMY-0040-6(346)325 | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IMY-0040-6(346)325 | Project: 20910(04) | Category: 0304/CABLE BARRIER IMY-0040-6(346)325 | ||||||||
0119 | CLASS AA CONCRETE | 509(A) 0319 | CY | 260.000 | 260.000 | 0.000 | $239.63 | $0.00 | $0.00 | |
0120 | (PL)CABLE END ANCHOR UNIT | 628 5110 | EA | 14.000 | 14.000 | 0.000 | $2,130.00 | $0.00 | $0.00 | |
0121 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 23,548.000 | 23,548.000 | 0.000 | $8.95 | $0.00 | $0.00 | |
0122 | CABLE BARRIER TENSION METER | 628 5175 | EA | 2.000 | 2.000 | 0.000 | $5,857.50 | $0.00 | $0.00 | |
Subtotals For Category 0304/CABLE BARRIER IMY-0040-6(346)325 | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IMY-0040-6(346)325 | Project: 20910(04) | Category: 0600/STAKING IMY-0040-6(346)325 | ||||||||
0123 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.500 | $52,146.00 | $0.00 | $26,073.00 | |
Subtotals For Category 0600/STAKING IMY-0040-6(346)325 | $0.00 | $26,073.00 | ||||||||
Fed/State Project Number: IMY-0040-6(346)325 | Project: 20910(04) | Category: 0640/CONSTRUCTION IMY-0040-6(346)325 | ||||||||
0124 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | $1,000.00 | $0.00 | $250.00 | |
0125 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 0.000 | $8,745.00 | $0.00 | $0.00 | |
0126 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $450,000.00 | $0.00 | $450,000.00 | |
0127 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.250 | $79,000.00 | $0.00 | $19,750.00 | |
Subtotals For Category 0640/CONSTRUCTION IMY-0040-6(346)325 | $0.00 | $470,000.00 | ||||||||
Subtotals For Project IMY-0040-6(346)325 /20910(04) | $745,360.84 | $6,554,303.55 |
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-0040-6(367)325 | Project: 20910(07) | Category: 0100/ROADWAY IMY-0040-6(367)325 | ||||||||
0001 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 0.000 | $40,000.00 | $0.00 | $0.00 | |
0002 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | $12,000.00 | $0.00 | $0.00 | |
0003 | TEMPORARY BALE BARRIER | 222 2801 | LF | 260.000 | 260.000 | 0.000 | $13.30 | $0.00 | $0.00 | |
0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,720.000 | 3,720.000 | 0.000 | $2.01 | $0.00 | $0.00 | |
0005 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 4.000 | 4.000 | 0.000 | $197.03 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 260.000 | 260.000 | 0.000 | $8.51 | $0.00 | $0.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 5,688.000 | 5,688.000 | 0.000 | $1.20 | $0.00 | $0.00 | |
0008 | SEEDING METHOD B | 232(B) 2814 | AC | 1.190 | 1.190 | 0.000 | $314.18 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.190 | 1.190 | 0.000 | $314.18 | $0.00 | $0.00 | |
0010 | MOWING | 241 2832 | AC | 27.500 | 27.500 | 0.000 | $52.19 | $0.00 | $0.00 | |
0011 | AGGREGATE BASE | 303 0192 | CY | 2,250.600 | 2,250.600 | 0.000 | 1,125.410 | $23.00 | $0.00 | $25,884.43 |
0012 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 9,114.100 | 9,114.100 | 4,559.340 | $6.00 | $0.00 | $27,356.04 | |
0013 | SEPARATOR FABRIC | 325 5271 | SY | 11,068.000 | 11,068.000 | 5,536.340 | $0.90 | $0.00 | $4,982.71 | |
0014 | (SP)FLY ASH | 327(A) 4200 | TON | 597.600 | 597.600 | 0.000 | $29.00 | $0.00 | $0.00 | |
0015 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 11,068.000 | 11,068.000 | 5,536.340 | $0.75 | $0.00 | $4,152.25 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 1,655.900 | 1,655.900 | 0.000 | $14.00 | $0.00 | $0.00 | |
0017 | PRIME COAT | 408 5774 | GAL | 4,031.000 | 4,031.000 | 0.000 | $1.85 | $0.00 | $0.00 | |
0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 503.400 | 503.400 | 0.000 | $75.00 | $0.00 | $0.00 | |
0019 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 3,906.000 | 3,906.000 | 0.000 | $0.28 | $0.00 | $0.00 | |
0020 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 2,603.900 | 2,603.900 | 1,302.660 | 1,302.660 | $6.00 | $7,815.96 | $7,815.96 |
0021 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 5,642.000 | 5,642.000 | 964.890 | 2,822.440 | $8.00 | $7,719.12 | $22,579.52 |
0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | 414(I) 5270 | CY | 2,438.400 | 2,438.400 | 654.850 | 1,224.500 | $66.00 | $43,220.10 | $80,817.00 |
0023 | CLASS C CONCRETE | 509(D) 0325 | CY | 35.000 | 35.000 | 0.000 | $275.00 | $0.00 | $0.00 | |
0024 | REINFORCING STEEL | 511(A) 0332 | LB | 4,260.000 | 4,260.000 | 0.000 | $0.93 | $0.00 | $0.00 | |
0025 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 5,480.000 | 5,480.000 | 2,738.660 | $4.17 | $0.00 | $11,420.21 | |
0026 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 3,122.000 | 3,122.000 | 1,597.550 | $1.00 | $0.00 | $1,597.55 | |
0027 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 965.000 | 965.000 | 320.000 | $1.19 | $0.00 | $380.80 | |
0028 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 120.000 | 120.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
0029 | REMOVAL OF EXISTING SLAB | 619(B) 6189 | SY | 62.000 | 62.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0030 | SAWING PAVEMENT | 619(C) 0924 | LF | 252.000 | 252.000 | 125.000 | $2.50 | $0.00 | $312.50 | |
0031 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 2,250.000 | 2,250.000 | 0.000 | $15.18 | $0.00 | $0.00 | |
0032 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 8.000 | 8.000 | 0.000 | $1,384.50 | $0.00 | $0.00 | |
0033 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 2.000 | 2.000 | 0.000 | $532.50 | $0.00 | $0.00 | |
0034 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 6.000 | 6.000 | 0.000 | $2,130.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY IMY-0040-6(367)325 | $58,755.18 | $187,298.97 | ||||||||
Fed/State Project Number: IMY-0040-6(367)325 | Project: 20910(07) | Category: 0201/BRIDGE 'A' IMY-0040-6(367)325 | ||||||||
0035 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 343.000 | 343.000 | 343.000 | $15.00 | $0.00 | $5,145.00 | |
0036 | GRANULAR BACKFILL | 501(F) 6352 | CY | 2.200 | 2.200 | 0.000 | $77.00 | $0.00 | $0.00 | |
0037 | CLSM BACKFILL | 501(G) 6309 | CY | 277.000 | 277.000 | 261.000 | $91.00 | $0.00 | $23,751.00 | |
0038 | APPROACH SLAB | 504(A) 1304 | SY | 547.000 | 547.000 | 0.000 | 547.000 | $119.00 | $0.00 | $65,093.00 |
0039 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 130.600 | 130.600 | 130.600 | $270.00 | $0.00 | $35,262.00 | |
0040 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 846.400 | 846.400 | 846.400 | 846.400 | $72.00 | $60,940.80 | $60,940.80 |
0041 | STRUCTURAL STEEL | 506(A) 1322 | LB | 56,000.000 | 0.000 | 0.000 | $2.25 | $0.00 | $0.00 | |
0042 | CLASS AA CONCRETE | 509(A) 1326 | CY | 312.600 | 312.600 | 312.600 | $430.00 | $0.00 | $134,418.00 | |
0043 | CLASS A CONCRETE | 509(B) 1328 | CY | 119.700 | 119.700 | 0.000 | 119.700 | $472.00 | $0.00 | $56,498.40 |
0044 | SLOPE WALL (5") | 510(C) 6138 | SY | 176.000 | 176.000 | 0.000 | $81.00 | $0.00 | $0.00 | |
0045 | REINFORCING STEEL | 511(A) 1332 | LB | 6,520.000 | 6,520.000 | 0.000 | $0.84 | $0.00 | $0.00 | |
0046 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 138,820.000 | 138,820.000 | 138,820.000 | $0.83 | $0.00 | $115,220.60 | |
0047 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 0.000 | 0.000 | $336,000.00 | $0.00 | $0.00 | |
0048 | COLLECTION & HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 0.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
0049 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 246.000 | 0.000 | 0.000 | $31.50 | $0.00 | $0.00 | |
0050 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 246.000 | 0.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
0051 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,097.100 | 1,097.100 | 0.000 | $3.00 | $0.00 | $0.00 | |
0052 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 57.000 | 57.000 | 57.000 | $731.00 | $0.00 | $41,667.00 | |
0053 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 35.000 | 35.000 | 0.000 | $31.95 | $0.00 | $0.00 | |
0054 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 3.500 | 3.500 | 0.000 | $53.25 | $0.00 | $0.00 | |
0055 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 12.000 | 12.000 | 0.000 | $958.50 | $0.00 | $0.00 | |
0056 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 403.900 | 403.900 | 0.000 | $3.20 | $0.00 | $0.00 | |
0057 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 4.100 | 4.100 | 0.000 | $90.53 | $0.00 | $0.00 | |
0058 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 5.000 | 5.000 | 5.000 | $2,754.38 | $0.00 | $13,771.90 | |
0059 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 20.000 | 20.000 | 20.000 | $2,553.00 | $0.00 | $51,060.00 | |
0060 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 144.000 | 144.000 | 0.000 | 144.000 | $21.00 | $0.00 | $3,024.00 |
0061 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 60.000 | 60.000 | 0.000 | 60.000 | $21.00 | $0.00 | $1,260.00 |
0062 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
8002 | STRUCTURAL STEEL | 506(A) 1322 | LB | 0.000 | 291,390.000 | 291,390.000 | $1.50 | $0.00 | $437,085.00 | |
8004 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 0.000 | 142.000 | 0.000 | $542.50 | $0.00 | $0.00 | |
8005 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 0.000 | 67.500 | 0.000 | $556.17 | $0.00 | $0.00 | |
Subtotals For Category 0201/BRIDGE 'A' IMY-0040-6(367)325 | $60,940.80 | $1,119,196.70 | ||||||||
Fed/State Project Number: IMY-0040-6(367)325 | Project: 20910(07) | Category: 0202/BRIDGE 'B' IMY-0040-6(367)325 | ||||||||
0063 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 343.000 | 343.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0064 | CLSM BACKFILL | 501(G) 6309 | CY | 277.000 | 277.000 | 0.000 | $101.00 | $0.00 | $0.00 | |
0065 | APPROACH SLAB | 504(A) 1304 | SY | 547.000 | 547.000 | 0.000 | $119.00 | $0.00 | $0.00 | |
0066 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 130.600 | 130.600 | 0.000 | $281.00 | $0.00 | $0.00 | |
0067 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 846.400 | 846.400 | 0.000 | $67.22 | $0.00 | $0.00 | |
0068 | STRUCTURAL STEEL | 506(A) 1322 | LB | 56,000.000 | 0.000 | 0.000 | $2.25 | $0.00 | $0.00 | |
0069 | CLASS AA CONCRETE | 509(A) 1326 | CY | 312.600 | 312.600 | 0.000 | $430.00 | $0.00 | $0.00 | |
0070 | CLASS A CONCRETE | 509(B) 1328 | CY | 78.000 | 78.000 | 0.000 | $472.00 | $0.00 | $0.00 | |
0071 | SLOPE WALL (5") | 510(C) 6138 | SY | 176.000 | 176.000 | 0.000 | $81.00 | $0.00 | $0.00 | |
0072 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 138,820.000 | 138,820.000 | 0.000 | $0.93 | $0.00 | $0.00 | |
0073 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 0.000 | 0.000 | $336,000.00 | $0.00 | $0.00 | |
0074 | COLLECTION & HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 0.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
0075 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 245.500 | 0.000 | 0.000 | $31.50 | $0.00 | $0.00 | |
0076 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 245.500 | 0.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
0077 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,093.100 | 1,093.100 | 0.000 | $3.00 | $0.00 | $0.00 | |
0078 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 57.000 | 57.000 | 57.000 | $760.00 | $0.00 | $43,320.00 | |
0079 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 41.000 | 41.000 | 0.000 | $31.95 | $0.00 | $0.00 | |
0080 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 4.100 | 4.100 | 0.000 | $53.25 | $0.00 | $0.00 | |
0081 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 7.000 | 7.000 | 0.000 | $958.50 | $0.00 | $0.00 | |
0082 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 403.900 | 403.900 | 0.000 | $3.20 | $0.00 | $0.00 | |
0083 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 4.100 | 4.100 | 0.000 | $90.53 | $0.00 | $0.00 | |
0084 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 5.000 | 5.000 | 0.000 | $2,754.00 | $0.00 | $0.00 | |
0085 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 20.000 | 20.000 | 0.000 | $2,544.00 | $0.00 | $0.00 | |
0086 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 144.000 | 144.000 | 0.000 | $21.00 | $0.00 | $0.00 | |
0087 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 60.000 | 60.000 | 0.000 | $21.00 | $0.00 | $0.00 | |
0088 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.000 | $75,000.00 | $0.00 | $0.00 | |
8003 | STRUCTURAL STEEL | 506(A) 1322 | LB | 0.000 | 291,390.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
8006 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 0.000 | 139.000 | 0.000 | $542.50 | $0.00 | $0.00 | |
8007 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 0.000 | 66.000 | 0.000 | $556.17 | $0.00 | $0.00 | |
Subtotals For Category 0202/BRIDGE 'B' IMY-0040-6(367)325 | $0.00 | $43,320.00 | ||||||||
Fed/State Project Number: IMY-0040-6(367)325 | Project: 20910(07) | Category: 0300/TRAFFIC IMY-0040-6(367)325 | ||||||||
0089 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 6,360.000 | 6,360.000 | 0.000 | $0.27 | $0.00 | $0.00 | |
0090 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 500.000 | 500.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0091 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 1,000.000 | 1,000.000 | 0.000 | $0.53 | $0.00 | $0.00 | |
0092 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 120.000 | 120.000 | 0.000 | $26.63 | $0.00 | $0.00 | |
0093 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 180.000 | 180.000 | 0.000 | $5.33 | $0.00 | $0.00 | |
0094 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 7,200.000 | 7,200.000 | 465.000 | 4,803.000 | $0.27 | $125.55 | $1,296.81 |
0095 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 720.000 | 720.000 | 105.000 | 1,398.000 | $1.07 | $112.35 | $1,495.86 |
0096 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,160.000 | 2,160.000 | 75.000 | 3,195.000 | $2.13 | $159.75 | $6,805.35 |
0097 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 720.000 | 720.000 | 399.000 | $0.27 | $0.00 | $107.73 | |
0098 | WING BARRICADES | 880(C) 8848 | SD | 480.000 | 480.000 | 45.000 | 489.000 | $1.07 | $48.15 | $523.23 |
0099 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 3,600.000 | 3,600.000 | 225.000 | 2,609.000 | $0.11 | $24.75 | $286.99 |
0100 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 2,610.000 | 2,610.000 | 0.000 | $0.11 | $0.00 | $0.00 | |
0101 | DRUMS | 880(F) 8878 | SD | 2,610.000 | 2,610.000 | 0.000 | $0.27 | $0.00 | $0.00 | |
0102 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 2,520.000 | 2,520.000 | 5,028.000 | $0.27 | $0.00 | $1,357.56 | |
0103 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 180.000 | 180.000 | 30.000 | 118.000 | $10.65 | $319.50 | $1,256.70 |
Subtotals For Category 0300/TRAFFIC IMY-0040-6(367)325 | $790.05 | $13,130.23 | ||||||||
Fed/State Project Number: IMY-0040-6(367)325 | Project: 20910(07) | Category: 0301/SIGNING & STRIPING IMY-0040-6(367)325 | ||||||||
0104 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 10.000 | 10.000 | 0.000 | $14.91 | $0.00 | $0.00 | |
0105 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 5,600.000 | 5,600.000 | 0.000 | $0.43 | $0.00 | $0.00 | |
0106 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 1,536.000 | 1,536.000 | 0.000 | $0.64 | $0.00 | $0.00 | |
0107 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 154.000 | 154.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0108 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 4.000 | 4.000 | 0.000 | $106.50 | $0.00 | $0.00 | |
0109 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 2.000 | 2.000 | 0.000 | $532.50 | $0.00 | $0.00 | |
Subtotals For Category 0301/SIGNING & STRIPING IMY-0040-6(367)325 | $0.00 | $0.00 | ||||||||
Subtotals For Project IMY-0040-6(367)325 /20910(07) | $120,486.03 | $1,362,945.90 |