Contract ID: | 110490 | Estimate Number: | 0012 | Contract No: | 710558 | |||
Residency: | PERRY (04100) | Estimate Type: | Progressive | Account No: | 400400 | |||
Project Number(s): | IMY-0035-4(244)186, SBR-152N(191)SB | ||||||||||||
Primary Job Piece No: | 27909(04) | ||||||||||||
Contract Description: | BRIDGE, APPROACHES, AND CABLE BARRIER I-35: OVER US-64 (FIR STREET) 1.0 MILE NORTH OF US-77 IN PERRY; AND OVER B.N.S.F. RAILROAD. PROJECT LENGTH = 0.740 MILES. | ||||||||||||
Primary County: | NOBLE | ||||||||||||
Name of Road: | I-35 | ||||||||||||
Prime Contractor: | MANHATTAN ROAD & BRIDGE COMPANY | ||||||||||||
5601 S. 122ND E. AVE. | |||||||||||||
TULSA , OK 74146 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 10/20/2011 | NTP Effective Date: | 02/06/2012 | Pay Period: | 08/01/2012 TO 08/01/2012 |
Date Awarded: | 11/07/2011 | Date Work Began: | 02/06/2012 | Original Contract Time: | 300 |
Date Contract Executed: | 11/17/2011 | Date Time Stopped: | Current Time Charged: | 161.00 | |
Date NTP Issued: | 12/07/2011 | Completion Date: | Current Time Allowed: | 330.00 | |
General Liability Expires: | 10/01/2012 | Workman's Comp Expires: | 10/01/2012 | Percent Time Used: | 48.79 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $6,424,547.38 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $6,254,011.33 | Participating: | $2,538,520.91 | $2,528,020.91 | $10,500.00 | ||
Percent Complete: | 42.89 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $3,668,877.83 | Total Earnings: | $2,538,520.91 | $2,528,020.91 | $10,500.00 | ||
Unearned Balance: | $3,498,341.78 | Stockpiled Materials: | $217,970.52 | $159,026.22 | $58,944.30 | ||
Gross Earnings: | $2,756,491.43 | $2,687,047.13 | $69,444.30 | ||||
Other Adjustments: | $-821.88 | $-821.88 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $2,755,669.55 | $2,686,225.25 | $69,444.30 |
Contract ID: | 110490 | Estimate Number: | 0012 | Primary JP: | 27909(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | SHOULDER RECONSTRUCTION, CL.C BRIDGE DECK REPAIRS, 30 DAYS | Approved | 05/08/2012 | 30.0 | $164,536.05 |
002 | CORRECTIONS TO PLAN GUARDRAIL AND DELINEATOR ITEMS | Approved | 05/08/2012 | 0.0 | $6,000.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
27909(04) | 0047 | Prestr.Concrete Beams - Bridge A - stockpile | Stockpiled Material Adjustment | 0010 | $-134,605.80 |
27909(04) | 0047 | Prestr.Concrete Beams - Bridge A - stockpile | Stockpiled Material Initial Payment | 0004 | $134,605.80 |
27909(04) | 0058 | Br.A Black Reinf.Steel | Stockpiled Material Initial Payment | 0002 | $648.44 |
27909(04) | 0058 | Br.A Black Reinf.Steel | Stockpiled Material Adjustment | 0009 | $-648.44 |
27909(04) | 0059 | Br.A Epoxy R-Steel | Stockpiled Material Initial Payment | 0002 | $12,588.83 |
27909(04) | 0059 | Br.A Epoxy R-Steel | Stockpiled Material Adjustment | 0009 | $-4,026.75 |
27909(04) | 0059 | Br.A Epoxy R-Steel | Stockpiled Material Adjustment | 0008 | $-8,562.08 |
27909(04) | 0063 | Br.A Drilled Shaft R-Steel | Stockpiled Material Adjustment | 0009 | $-4,421.78 |
27909(04) | 0063 | Br.A Drilled Shaft R-Steel | Stockpiled Material Adjustment | 0008 | $-9,288.34 |
27909(04) | 0063 | Br.A Drilled Shaft R-Steel | Stockpiled Material Initial Payment | 0002 | $13,710.12 |
27909(04) | 0072 | Prestr.Concrete Beams - Bridge B - stockpile | Stockpiled Material Initial Payment | 0005 | $134,605.80 |
27909(04) | 0078 | Expansion Bearing Assembly - Bridge B | Stockpiled Material Initial Payment | 0012 | $58,944.30 |
27909(04) | 0083 | Br.B Black Reinf.Steel | Stockpiled Material Initial Payment | 0002 | $648.44 |
27909(04) | 0084 | Br.B Epoxy R-Steel | Stockpiled Material Initial Payment | 0002 | $10,061.86 |
27909(04) | 0088 | Br.B Drilled Shaft R-Steel | Stockpiled Material Initial Payment | 0002 | $13,710.12 | Subtotals For Stockpile Payments | $217,970.52 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ |
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 |
27909(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 2,643.11 | $0.56 | $1,490.32 |
27909(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * ROADWAY DENSITY | 0007 | 0.00 | $0.00 | $-2,999.11 |
27909(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 1,065.97 | $0.64 | $686.91 | Subtotals For Line Item Adjustments | $-821.88 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 05/30/2012 | NOT ENTERED | 240.00 DAYS | $5,000.00 | N |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 110490 | Estimate Number: | 0012 | Primary JP: | 27909(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-0035-4(244)186 | Project: 27909(04) | Category: 0100/ROADWAY - IMY-35-4(244)186 | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 7,226.000 | 7,226.000 | 1,584.890 | $11.50 | $0.00 | $18,226.24 | |
0002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,716.000 | 1,716.000 | 3,144.540 | $20.00 | $0.00 | $62,890.80 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.200 | $16,250.00 | $0.00 | $3,250.00 |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 5,127.000 | 5,127.000 | 4,841.000 | $2.25 | $0.00 | $10,892.25 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 84.000 | 84.000 | 0.000 | 27.000 | $8.00 | $0.00 | $216.00 |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 16,666.000 | 16,666.000 | 0.000 | $1.70 | $0.00 | $0.00 | |
0007 | SEEDING METHOD A | 232(A) 2813 | AC | 3.450 | 3.450 | 0.000 | $525.00 | $0.00 | $0.00 | |
0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 3.450 | 3.450 | 0.000 | $525.00 | $0.00 | $0.00 | |
0009 | MOWING | 241 2832 | AC | 7.000 | 7.000 | 0.000 | $77.50 | $0.00 | $0.00 | |
0010 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 2,894.000 | 2,894.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0011 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 19,019.000 | 19,019.000 | 7,888.880 | $2.50 | $0.00 | $19,722.20 | |
0012 | SEPARATOR FABRIC | 325 5271 | SY | 8,021.000 | 8,021.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0013 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 9,148.000 | 9,148.000 | 0.000 | $2.50 | $0.00 | $0.00 | |
0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 2,621.000 | 2,621.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
0015 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 810.000 | 810.000 | 0.000 | $81.50 | $0.00 | $0.00 | |
0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 8,377.000 | 6,809.000 | 0.000 | 3,414.690 | $78.50 | $0.00 | $268,053.17 |
0017 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 2,667.000 | 2,667.000 | 0.000 | $103.00 | $0.00 | $0.00 | |
0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,804.000 | 1,356.000 | 0.000 | 1,182.880 | $82.75 | $0.00 | $97,883.32 |
0019 | COLD MILLING PAVEMENT | 412 5267 | SY | 20,098.000 | 20,098.000 | 4,167.180 | $1.85 | $0.00 | $7,709.29 | |
0020 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 3,760.000 | 3,760.000 | 0.000 | $1.75 | $0.00 | $0.00 | |
0021 | GRANULAR BACKFILL | 501(F) 6352 | CY | 266.000 | 266.000 | 0.000 | $62.50 | $0.00 | $0.00 | |
0022 | CLASS C CONCRETE | 509(D) 0325 | CY | 34.620 | 34.620 | 0.000 | $425.00 | $0.00 | $0.00 | |
0023 | 1'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1513 | LF | 396.000 | 396.000 | 0.000 | $26.25 | $0.00 | $0.00 | |
0024 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 797.000 | 797.000 | 0.000 | $40.50 | $0.00 | $0.00 | |
0025 | INLET (SMD-TYPE 1) | 611(G) 6000 | EA | 2.000 | 2.000 | 0.000 | $1,500.00 | $0.00 | $0.00 | |
0026 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 759.000 | 759.000 | 680.000 | $50.00 | $0.00 | $34,000.00 | |
0027 | 34" X 53" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4507 | LF | 233.000 | 233.000 | 0.000 | 104.000 | $225.00 | $0.00 | $23,400.00 |
0028 | 43" X 68" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4509 | LF | 226.000 | 226.000 | 0.000 | 96.000 | $325.00 | $0.00 | $31,200.00 |
0029 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 84.000 | 84.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0030 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 2.000 | 2.000 | 2.000 | $800.00 | $0.00 | $1,600.00 | |
0031 | SPECIAL END SECTION OF 18" RCP ROUND | 613(O) 4373 | EA | 1.000 | 1.000 | 0.000 | $750.00 | $0.00 | $0.00 | |
0032 | SPECIAL END SECTION OF 43" X 68" RCP ELLIPTICAL | 613(O) 5101 | EA | 2.000 | 2.000 | 1.000 | $2,600.00 | $0.00 | $2,600.00 | |
0033 | SPECIAL END SECTION OF 34" X 53" RCP ELLIPTICAL | 613(O) 5155 | EA | 2.000 | 2.000 | 1.000 | $2,200.00 | $0.00 | $2,200.00 | |
0034 | 18" GALV. STEEL CULVERT END SECTION ROUND | 613(P) 0760 | EA | 1.000 | 1.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
0035 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.200 | $25,000.00 | $0.00 | $5,000.00 | |
0036 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 396.000 | 396.000 | 852.000 | $8.00 | $0.00 | $6,816.00 | |
0037 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 8,876.000 | 8,876.000 | 6,296.750 | $3.75 | $0.00 | $23,612.82 | |
0038 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 1,708.000 | 1,708.000 | 1,582.000 | $3.00 | $0.00 | $4,746.00 | |
0039 | SAWING PAVEMENT | 619(C) 0924 | LF | 152.000 | 152.000 | 0.000 | 5,335.940 | $3.50 | $0.00 | $18,675.79 |
0040 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,050.000 | 1,050.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
0041 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 0.000 | $2,550.00 | $0.00 | $0.00 | |
0042 | GUARDRAIL BRIDGE CONNECTION-TYPE B | 623(I) 8680 | EA | 4.000 | 0.000 | 0.000 | $600.00 | $0.00 | $0.00 | |
0043 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 5.000 | 5.000 | 0.000 | $105.09 | $0.00 | $0.00 | |
8000 | FULL DEPTH P.C.C. PATCH(PLACEMENT ONLY) | 414(E) 0225 | SY | 0.000 | 2,815.000 | 3,330.080 | $13.51 | $0.00 | $44,989.38 | |
8001 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 0.000 | 545.000 | 824.000 | $109.87 | $0.00 | $90,532.88 | |
8006 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 0.000 | 4.000 | 0.000 | $2,100.00 | $0.00 | $0.00 | |
8007 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 0.000 | 21.000 | 0.000 | $14.71 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY - IMY-35-4(244)186 | $0.00 | $778,216.14 | ||||||||
Fed/State Project Number: IMY-0035-4(244)186 | Project: 27909(04) | Category: 0200/BRIDGE "A" - IMY-35-4(244)186 | ||||||||
0044 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 100.000 | 100.000 | 100.000 | $50.00 | $0.00 | $5,000.00 | |
0045 | GRANULAR BACKFILL | 501(F) 6352 | CY | 66.000 | 66.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
0046 | CLSM BACKFILL | 501(G) 6309 | CY | 80.000 | 80.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
0047 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 1,068.300 | 1,068.300 | 0.000 | 1,068.300 | $185.00 | $0.00 | $197,635.50 |
0048 | APPROACH SLAB | 504(A) 1304 | SY | 364.400 | 364.400 | 0.000 | $200.00 | $0.00 | $0.00 | |
0049 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,247.700 | 1,247.700 | 0.000 | $5.00 | $0.00 | $0.00 | |
0050 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 591.000 | 591.000 | 0.000 | $70.00 | $0.00 | $0.00 | |
0051 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,500.000 | 1,500.000 | 0.000 | 1,500.000 | $3.50 | $0.00 | $5,250.00 |
0052 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 10.000 | 10.000 | 0.000 | 10.000 | $500.00 | $0.00 | $5,000.00 |
0053 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 30.000 | 30.000 | 0.000 | 30.000 | $2,500.00 | $0.00 | $75,000.00 |
0054 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 30.000 | 30.000 | 30.000 | 30.000 | $350.00 | $10,500.00 | $10,500.00 |
0055 | CLASS AA CONCRETE | 509(A) 1326 | CY | 311.800 | 311.800 | 58.000 | $550.00 | $0.00 | $31,900.00 | |
0056 | CLASS A CONCRETE | 509(B) 1328 | CY | 162.900 | 162.900 | 162.900 | $550.00 | $0.00 | $89,595.00 | |
0057 | SLOPE WALL (5") | 510(C) 6138 | SY | 2,220.000 | 2,220.000 | 0.000 | 441.870 | $72.00 | $0.00 | $31,814.64 |
0058 | REINFORCING STEEL | 511(A) 1332 | LB | 1,260.000 | 1,260.000 | 1,260.000 | $1.25 | $0.00 | $1,575.00 | |
0059 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 87,560.000 | 87,560.000 | 40,756.000 | $1.00 | $0.00 | $40,756.00 | |
0060 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 396.000 | 396.000 | 449.400 | $35.00 | $0.00 | $15,729.00 | |
0061 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 396.000 | 396.000 | 0.000 | 449.400 | $15.00 | $0.00 | $6,741.00 |
0062 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,091.000 | 1,091.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0063 | DRILLED SHAFTS 54" DIAMETER | 516(A) 6095 | LF | 258.000 | 258.000 | 261.090 | $550.00 | $0.00 | $143,599.50 | |
0064 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 246.000 | 246.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0065 | SEALER RESIN | 523(B) 6560 | GAL | 5.000 | 5.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0066 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 631.000 | 631.000 | 0.000 | 42.000 | $17.50 | $0.00 | $735.00 |
0067 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 72.000 | 72.000 | 0.000 | $17.50 | $0.00 | $0.00 | |
0068 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.950 | $107,500.00 | $0.00 | $102,125.00 | |
Subtotals For Category 0200/BRIDGE "A" - IMY-35-4(244)186 | $10,500.00 | $762,955.64 | ||||||||
Fed/State Project Number: IMY-0035-4(244)186 | Project: 27909(04) | Category: 0210/BRIDGE "B" - IMY-35-4(244)186 | ||||||||
0069 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 100.000 | 100.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
0070 | GRANULAR BACKFILL | 501(F) 6352 | CY | 66.000 | 66.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
0071 | CLSM BACKFILL | 501(G) 6309 | CY | 80.000 | 80.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
0072 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 1,068.300 | 1,068.300 | 0.000 | $185.00 | $0.00 | $0.00 | |
0073 | APPROACH SLAB | 504(A) 1304 | SY | 364.400 | 364.400 | 0.000 | $200.00 | $0.00 | $0.00 | |
0074 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,247.700 | 1,247.700 | 0.000 | $5.00 | $0.00 | $0.00 | |
0075 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 591.000 | 591.000 | 0.000 | $70.00 | $0.00 | $0.00 | |
0076 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,500.000 | 1,500.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
0077 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 10.000 | 10.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
0078 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 30.000 | 30.000 | 0.000 | 0.000 | $2,500.00 | $0.00 | $0.00 |
0079 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 30.000 | 30.000 | 0.000 | $350.00 | $0.00 | $0.00 | |
0080 | CLASS AA CONCRETE | 509(A) 1326 | CY | 311.800 | 311.800 | 0.000 | $550.00 | $0.00 | $0.00 | |
0081 | CLASS A CONCRETE | 509(B) 1328 | CY | 162.900 | 162.900 | 0.000 | $550.00 | $0.00 | $0.00 | |
0082 | SLOPE WALL (5") | 510(C) 6138 | SY | 2,714.000 | 2,714.000 | 0.000 | $72.00 | $0.00 | $0.00 | |
0083 | REINFORCING STEEL | 511(A) 1332 | LB | 1,260.000 | 1,260.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0084 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 87,450.000 | 87,450.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0085 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 438.000 | 438.000 | 438.000 | $35.00 | $0.00 | $15,330.00 | |
0086 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 438.000 | 438.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0087 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,091.000 | 1,091.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0088 | DRILLED SHAFTS 54" DIAMETER | 516(A) 6095 | LF | 258.000 | 258.000 | 0.000 | $550.00 | $0.00 | $0.00 | |
0089 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 246.000 | 246.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0090 | SEALER RESIN | 523(B) 6560 | GAL | 5.000 | 5.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0091 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 666.000 | 666.000 | 0.000 | $17.50 | $0.00 | $0.00 | |
0092 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 72.000 | 72.000 | 0.000 | $17.50 | $0.00 | $0.00 | |
0093 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $107,500.00 | $0.00 | $0.00 | |
8002 | CLASS C BRIDGE DECK REPAIR | 513(C) 6020 | SY | 0.000 | 190.000 | 225.580 | $624.75 | $0.00 | $140,931.11 | |
Subtotals For Category 0210/BRIDGE "B" - IMY-35-4(244)186 | $0.00 | $156,261.11 | ||||||||
Fed/State Project Number: IMY-0035-4(244)186 | Project: 27909(04) | Category: 0300/TRAFFIC CONTROL - IMY-35-4(244)186 | ||||||||
0094 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 41,211.000 | 41,211.000 | 18,191.000 | $0.08 | $0.00 | $1,455.28 | |
0095 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 5,115.000 | 5,115.000 | 0.000 | $0.53 | $0.00 | $0.00 | |
0096 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 15,000.000 | 15,000.000 | 2,620.500 | $0.11 | $0.00 | $288.26 | |
0097 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 420.000 | 420.000 | 129.000 | $2.63 | $0.00 | $339.27 | |
0098 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 4,400.000 | 4,400.000 | 3,628.800 | $30.00 | $0.00 | $108,864.00 | |
0099 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 5,275.000 | 5,275.000 | 300.000 | $2.75 | $0.00 | $825.00 | |
0100 | MODULAR GLARE SCREEN (TEMPORARY) | 878(B) 8487 | SD | 56,700.000 | 56,700.000 | 5,544.000 | $0.05 | $0.00 | $277.20 | |
0101 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 780.000 | 780.000 | 354.000 | $5.25 | $0.00 | $1,858.50 | |
0102 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 8,100.000 | 8,100.000 | 9,978.000 | $0.16 | $0.00 | $1,596.48 | |
0103 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 13,740.000 | 13,740.000 | 5,168.000 | $0.26 | $0.00 | $1,343.68 | |
0104 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 14,805.000 | 14,805.000 | 7,246.000 | $2.63 | $0.00 | $19,056.98 | |
0105 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 8,805.000 | 8,805.000 | 3,131.000 | $0.05 | $0.00 | $156.55 | |
0106 | WING BARRICADES | 880(C) 8848 | SD | 1,380.000 | 1,380.000 | 1,416.000 | $1.05 | $0.00 | $1,486.80 | |
0107 | VERTICAL PANELS | 880(D) 8854 | SD | 735.000 | 735.000 | 861.000 | $1.05 | $0.00 | $904.05 | |
0108 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 17,520.000 | 17,520.000 | 12,638.000 | $0.05 | $0.00 | $631.90 | |
0109 | DRUMS | 880(F) 8878 | SD | 103,635.000 | 103,635.000 | 45,869.000 | $0.03 | $0.00 | $1,376.07 | |
0110 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,500.000 | 1,500.000 | 560.250 | $55.50 | $0.00 | $31,093.88 | |
0111 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 1,140.000 | 1,140.000 | 354.000 | $10.51 | $0.00 | $3,720.54 | |
Subtotals For Category 0300/TRAFFIC CONTROL - IMY-35-4(244)186 | $0.00 | $175,274.44 | ||||||||
Fed/State Project Number: IMY-0035-4(244)186 | Project: 27909(04) | Category: 0304/CABLE BARRIER - IMY-35-4(244)186 | ||||||||
0112 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 125.000 | 125.000 | 0.000 | $67.25 | $0.00 | $0.00 | |
0113 | CLASS AA CONCRETE | 509(A) 0319 | CY | 24.540 | 24.540 | 2.830 | $275.00 | $0.00 | $778.25 | |
0114 | REMOVAL OF CABLE BARRIER | 619(B) 5190 | LF | 2,135.000 | 2,135.000 | 2,125.000 | $6.00 | $0.00 | $12,750.00 | |
0115 | HIGH-TENSION CABLE BARRIER(TL-4) | 628(B) 5125 | LF | 3,002.000 | 3,002.000 | 0.000 | $11.00 | $0.00 | $0.00 | |
0116 | END ANCHORS | 628(C) 5110 | EA | 9.000 | 9.000 | 1.000 | $1,250.00 | $0.00 | $1,250.00 | |
Subtotals For Category 0304/CABLE BARRIER - IMY-35-4(244)186 | $0.00 | $14,778.25 | ||||||||
Fed/State Project Number: IMY-0035-4(244)186 | Project: 27909(04) | Category: 0310/SIGNING AND STRIPING - IMY-35-4(244)186 | ||||||||
0117 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 52.000 | 52.000 | 0.000 | $14.71 | $0.00 | $0.00 | |
0118 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 94.000 | 94.000 | 0.000 | $10.51 | $0.00 | $0.00 | |
0119 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 21.000 | 0.000 | 0.000 | $14.71 | $0.00 | $0.00 | |
0120 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 21,040.000 | 21,040.000 | 0.000 | $0.47 | $0.00 | $0.00 | |
0121 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 2,931.000 | 2,931.000 | 0.000 | $0.58 | $0.00 | $0.00 | |
0122 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 1,754.000 | 1,754.000 | 0.000 | $1.05 | $0.00 | $0.00 | |
0123 | TRAFFIC STRIPE(PLASTIC)(12" WIDE) | 855(A) 8818 | LF | 917.000 | 917.000 | 0.000 | $3.15 | $0.00 | $0.00 | |
0124 | TUBE CHANNELIZERS | 880(G) 8900 | EA | 50.000 | 50.000 | 0.000 | $26.27 | $0.00 | $0.00 | |
Subtotals For Category 0310/SIGNING AND STRIPING - IMY-35-4(244)186 | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IMY-0035-4(244)186 | Project: 27909(04) | Category: 0600/STAKING - IMY-35-4(244)186 | ||||||||
0125 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.500 | $20,000.00 | $0.00 | $10,000.00 | |
Subtotals For Category 0600/STAKING - IMY-35-4(244)186 | $0.00 | $10,000.00 | ||||||||
Fed/State Project Number: IMY-0035-4(244)186 | Project: 27909(04) | Category: 0640/CONSTRUCTION - IMY-35-4(244)186 | ||||||||
0126 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | $5,000.00 | $0.00 | $1,250.00 | |
0127 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $300,000.00 | $0.00 | $300,000.00 | |
8005 | MOBILIZATION | 641 1552 | LSUM | 0.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - IMY-35-4(244)186 | $0.00 | $306,250.00 | ||||||||
Subtotals For Project IMY-0035-4(244)186 /27909(04) | $10,500.00 | $2,203,735.58 |
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: SBR-152N(191)SB | Project: 28310(04) | Category: 0100/ROADWAY - SBR-152N(191)SB | ||||||||
0128 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,000.000 | 1,000.000 | 0.000 | $2.50 | $0.00 | $0.00 | |
0129 | FOG SEAL | 407(A) 4659 | GAL | 26.000 | 26.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
0130 | TACK COAT | 407(B) 0250 | GAL | 95.000 | 95.000 | 0.000 | $12.00 | $0.00 | $0.00 | |
0131 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 213.000 | 0.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
0132 | COLD MILLING PAVEMENT | 412 5267 | SY | 1,267.000 | 1,267.000 | 0.000 | $7.50 | $0.00 | $0.00 | |
0133 | CLASS C CONCRETE | 509(D) 0325 | CY | 14.100 | 14.100 | 0.000 | $500.00 | $0.00 | $0.00 | |
0134 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 900.000 | 900.000 | 737.500 | $3.00 | $0.00 | $2,212.50 | |
0135 | (PL)GUARDRAIL CURBING | 623 0100 | EA | 4.000 | 4.000 | 0.000 | $1,200.00 | $0.00 | $0.00 | |
0136 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 325.000 | 325.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
0137 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 3.000 | 3.000 | 0.000 | $600.00 | $0.00 | $0.00 | |
0138 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 8.000 | 8.000 | 0.000 | $2,100.00 | $0.00 | $0.00 | |
0139 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(E) 4294 | LF | 538.000 | 538.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
8004 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 0.000 | 213.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY - SBR-152N(191)SB | $0.00 | $2,212.50 | ||||||||
Fed/State Project Number: SBR-152N(191)SB | Project: 28310(04) | Category: 0200/BRIDGE 'A' - SBR-152N(191)SB | ||||||||
0140 | APPROACH SLAB | 504(A) 1304 | SY | 219.000 | 219.000 | 0.000 | $170.00 | $0.00 | $0.00 | |
0141 | SAW-CUT GROOVING | 504(B) 1305 | SY | 764.300 | 764.300 | 0.000 | $5.00 | $0.00 | $0.00 | |
0142 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 84.000 | 84.000 | 0.000 | $255.00 | $0.00 | $0.00 | |
0143 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 362.200 | 362.200 | 0.000 | $70.00 | $0.00 | $0.00 | |
0144 | STRUCTURAL STEEL | 506(A) 1322 | LB | 500.000 | 500.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0145 | CLASS AA CONCRETE | 509(A) 1326 | CY | 137.400 | 137.400 | 0.000 | $600.00 | $0.00 | $0.00 | |
0146 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 41,777.000 | 41,777.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0147 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 0.000 | $10,000.00 | $0.00 | $0.00 | |
0148 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
0149 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 276.000 | 276.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0150 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 55.000 | 55.000 | 77.410 | $75.00 | $0.00 | $5,805.75 | |
0151 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 2.100 | 2.100 | 0.000 | $500.00 | $0.00 | $0.00 | |
0152 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 1.000 | 1.000 | 0.000 | $2,500.00 | $0.00 | $0.00 | |
0153 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 84.000 | 84.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0154 | SEALER RESIN | 523(B) 6560 | GAL | 1.000 | 1.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0155 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.800 | $175,000.00 | $0.00 | $140,000.00 | |
Subtotals For Category 0200/BRIDGE 'A' - SBR-152N(191)SB | $0.00 | $145,805.75 | ||||||||
Fed/State Project Number: SBR-152N(191)SB | Project: 28310(04) | Category: 0201/BRIDGE 'B' -SBR-152N(191)SB | ||||||||
0156 | APPROACH SLAB | 504(A) 1304 | SY | 219.000 | 219.000 | 0.000 | $170.00 | $0.00 | $0.00 | |
0157 | SAW-CUT GROOVING | 504(B) 1305 | SY | 764.300 | 764.300 | 0.000 | $5.00 | $0.00 | $0.00 | |
0158 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 84.000 | 84.000 | 0.000 | $255.00 | $0.00 | $0.00 | |
0159 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 362.200 | 362.200 | 0.000 | $72.00 | $0.00 | $0.00 | |
0160 | STRUCTURAL STEEL | 506(A) 1322 | LB | 500.000 | 500.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0161 | CLASS AA CONCRETE | 509(A) 1326 | CY | 137.400 | 137.400 | 0.000 | $600.00 | $0.00 | $0.00 | |
0162 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 41,777.000 | 41,777.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0163 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 0.000 | $10,000.00 | $0.00 | $0.00 | |
0164 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
0165 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 276.000 | 276.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0166 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 95.000 | 95.000 | 114.410 | $55.00 | $0.00 | $6,292.55 | |
0167 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 3.700 | 3.700 | 0.000 | $250.00 | $0.00 | $0.00 | |
0168 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 84.000 | 84.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0169 | SEALER RESIN | 523(B) 6560 | GAL | 1.000 | 1.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0170 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 1.000 | 1.000 | 0.000 | $6,000.00 | $0.00 | $0.00 | |
0171 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.000 | $175,000.00 | $0.00 | $0.00 | |
8003 | CLASS C BRIDGE DECK REPAIR | 513(C) 6020 | SY | 0.000 | 165.000 | 276.870 | $624.75 | $0.00 | $172,974.53 | |
Subtotals For Category 0201/BRIDGE 'B' -SBR-152N(191)SB | $0.00 | $179,267.08 | ||||||||
Fed/State Project Number: SBR-152N(191)SB | Project: 28310(04) | Category: 0600/STAKING - SBR-152N(191)SB | ||||||||
0172 | CONSTRUCTION STAKING LEVEL I | 642(A) 0095 | LSUM | 1.000 | 1.000 | 0.500 | $15,000.00 | $0.00 | $7,500.00 | |
Subtotals For Category 0600/STAKING - SBR-152N(191)SB | $0.00 | $7,500.00 | ||||||||
Subtotals For Project SBR-152N(191)SB /28310(04) | $0.00 | $334,785.33 |