Contract ID: | 110490 | Estimate Number: | 0038 | 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: | 09/01/2013 TO 09/15/2013 |
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: | 486.00 | |
Date NTP Issued: | 12/07/2011 | Completion Date: | Current Time Allowed: | 330.00 | |
General Liability Expires: | 10/01/2013 | Workman's Comp Expires: | 10/01/2013 | Percent Time Used: | 147.27 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $6,798,673.39 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $6,254,011.33 | Participating: | $6,735,170.50 | $6,692,148.51 | $43,021.99 | ||
Percent Complete: | 99.07 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $63,484.81 | Total Earnings: | $6,735,170.50 | $6,692,148.51 | $43,021.99 | ||
Unearned Balance: | $-481,177.25 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $6,735,170.50 | $6,692,148.51 | $43,021.99 | ||||
Other Adjustments: | $661,018.08 | $646,018.08 | $15,000.00 | ||||
Liq Dam/Disincentive: | $-661,000.00 | $-646,000.00 | $-15,000.00 | ||||
TOTAL: | $6,735,188.58 | $6,692,166.59 | $43,021.99 |
Contract ID: | 110490 | Estimate Number: | 0038 | 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 |
003 | OVERRUN ESTIMATED PATCHING QUANTITIES APPROVED BY CHANGE #1 | Approved | 11/06/2012 | 0.0 | $129,731.85 |
004 | ADD BRIDGE SURFACE FINISH AND PROVIDE FOR OVERRUNS | Approved | 06/04/2013 | 0.0 | $244,394.16 |
005 | ADD TIME, CONC.RUMBLE STRIP, ASPH.DEDUCTS, SMOOTH BONUS | Pending | 0 | 330.0 | $68,429.77 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
27909(04) | 0040 | Beam Guardrail stockpile | Stockpiled Material Adjustment | 0030 | $-5,280.00 |
27909(04) | 0040 | Beam Guardrail stockpile | Stockpiled Material Initial Payment | 0021 | $5,280.00 |
27909(04) | 0041 | Guardrail G.E.T. stockpile | Stockpiled Material Adjustment | 0030 | $-3,108.00 |
27909(04) | 0041 | Guardrail G.E.T. stockpile | Stockpiled Material Initial Payment | 0021 | $3,108.00 |
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 Adjustment | 0008 | $-8,562.08 |
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) | 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 Adjustment | 0009 | $-4,421.78 |
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) | 0072 | Prestr.Concrete Beams - Bridge B - stockpile | Stockpiled Material Adjustment | 0022 | $-134,605.80 |
27909(04) | 0075 | Br.B - line 0075 - Parapet Epoxy R-Steel | Stockpiled Material Adjustment | 0027 | $-2,409.29 |
27909(04) | 0075 | Br.B - line 0075 - Parapet Epoxy R-Steel | Stockpiled Material Adjustment | 0026 | $-2,409.29 |
27909(04) | 0075 | Br.B - line 0075 - Parapet Epoxy R-Steel | Stockpiled Material Initial Payment | 0022 | $4,818.58 |
27909(04) | 0078 | Expansion Bearing Assembly - Bridge B | Stockpiled Material Adjustment | 0022 | $-58,944.30 |
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) | 0083 | Br.B Black Reinf.Steel | Stockpiled Material Adjustment | 0020 | $-648.44 |
27909(04) | 0084 | Br.B Epoxy R-Steel | Stockpiled Material Initial Payment | 0002 | $10,061.86 |
27909(04) | 0084 | Br.B Epoxy R-Steel | Stockpiled Material Adjustment | 0021 | $-2,285.66 |
27909(04) | 0084 | Br.B Epoxy R-Steel | Stockpiled Material Adjustment | 0020 | $-7,776.20 |
27909(04) | 0084 | Br.B - line 0084 - Pier Barrier & Deck Epoxy Steel | Stockpiled Material Adjustment | 0023 | $-2,931.12 |
27909(04) | 0084 | Br.B - line 0084 - Pier Barrier & Deck Epoxy Steel | Stockpiled Material Adjustment | 0022 | $-8,467.68 |
27909(04) | 0084 | Br.B - line 0084 - Pier Barrier & Deck Epoxy Steel | Stockpiled Material Initial Payment | 0022 | $33,903.76 |
27909(04) | 0084 | Br.B - line 0084 - Pier Barrier & Deck Epoxy Steel | Stockpiled Material Adjustment | 0025 | $-16,642.72 |
27909(04) | 0084 | Br.B - line 0084 - Pier Barrier & Deck Epoxy Steel | Stockpiled Material Adjustment | 0024 | $-5,862.24 |
27909(04) | 0088 | Br.B Drilled Shaft R-Steel | Stockpiled Material Initial Payment | 0002 | $13,710.12 |
27909(04) | 0088 | Br.B Drilled Shaft R-Steel | Stockpiled Material Adjustment | 0020 | $-13,710.12 |
27909(04) | 8006 | Guardrail Thrie Beam Connection stockpile | Stockpiled Material Initial Payment | 0021 | $1,586.00 |
27909(04) | 8006 | Guardrail Thrie Beam Connection stockpile | Stockpiled Material Adjustment | 0030 | $-1,586.00 |
28310(04) | 0136 | Beam Guardrail stockpile | Stockpiled Material Adjustment | 0030 | $-1,713.60 |
28310(04) | 0136 | Beam Guardrail stockpile | Stockpiled Material Adjustment | 0032 | $-648.00 |
28310(04) | 0136 | Beam Guardrail stockpile | Stockpiled Material Initial Payment | 0021 | $2,361.60 |
28310(04) | 0137 | Guardrail Anchor Type B stockpile | Stockpiled Material Initial Payment | 0021 | $489.00 |
28310(04) | 0137 | Guardrail Anchor Type B stockpile | Stockpiled Material Adjustment | 0032 | $-163.00 |
28310(04) | 0137 | Guardrail Anchor Type B stockpile | Stockpiled Material Adjustment | 0030 | $-326.00 |
28310(04) | 0138 | Guardrail Thrie Beam Connection stockpile | Stockpiled Material Initial Payment | 0021 | $4,758.00 |
28310(04) | 0138 | Guardrail Thrie Beam Connection stockpile | Stockpiled Material Adjustment | 0032 | $-1,586.00 |
28310(04) | 0138 | Guardrail Thrie Beam Connection stockpile | Stockpiled Material Adjustment | 0030 | $-3,172.00 |
28310(04) | 0159 | RR Br.B - line 0159 - Parapet Epoxy R-Steel | Stockpiled Material Initial Payment | 0022 | $2,947.28 |
28310(04) | 0159 | RR Br.B - line 0159 - Parapet Epoxy R-Steel | Stockpiled Material Adjustment | 0028 | $-2,947.28 |
28310(04) | 0162 | RR Br.B - line 0162 - Deck Epoxy R-Steel | Stockpiled Material Initial Payment | 0022 | $24,648.43 |
28310(04) | 0162 | RR Br.B - line 0162 - Deck Epoxy R-Steel | Stockpiled Material Adjustment | 0027 | $-24,648.43 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0026 | --5.0 | $1,000.00 | $-5,000.00 |
System Application of Liquidated Damages | 0027 | --19 | $1,000.00 | $-19,000.00 |
System Application of Liquidated Damages | 0028 | --11 | $1,000.00 | $-11,000.00 |
System Application of Liquidated Damages | 0029 | --8.0 | $1,000.00 | $-8,000.00 |
System Application of Liquidated Damages | 0030 | --12 | $1,000.00 | $-12,000.00 |
System Application of Liquidated Damages | 0031 | --13 | $1,000.00 | $-13,000.00 |
System Application of Liquidated Damages | 0032 | --8.0 | $1,000.00 | $-8,000.00 |
System Application of Liquidated Damages | 0033 | --7.0 | $1,000.00 | $-7,000.00 |
System Application of Liquidated Damages | 0034 | --13 | $1,000.00 | $-13,000.00 |
System Application of Liquidated Damages | 0035 | --13 | $1,000.00 | $-13,000.00 |
System Application of Liquidated Damages | 0036 | --9.0 | $1,000.00 | $-9,000.00 |
System Application of Liquidated Damages | 0037 | --23 | $1,000.00 | $-23,000.00 |
System Application of Liquidated Damages | 0038 | --15 | $1,000.00 | $-15,000.00 | Subtotals For Liquidated Damages | $-156,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Milestone Adjust. (Prog. Est. Only) | 0025 | $30,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0026 | $75,000.00 |
LD Adjustment (Prog. Est. Only) | 0026 | $5,000.00 |
LD Adjustment (Prog. Est. Only) | 0027 | $19,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0027 | $140,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0028 | $80,000.00 |
LD Adjustment (Prog. Est. Only) | 0028 | $11,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0029 | $75,000.00 |
LD Adjustment (Prog. Est. Only) | 0029 | $8,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0030 | $75,000.00 |
LD Adjustment (Prog. Est. Only) | 0030 | $12,000.00 |
LD Adjustment (Prog. Est. Only) | 0031 | $13,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0031 | $30,000.00 |
LD Adjustment (Prog. Est. Only) | 0032 | $8,000.00 |
LD Adjustment (Prog. Est. Only) | 0033 | $7,000.00 |
LD Adjustment (Prog. Est. Only) | 0034 | $13,000.00 |
LD Adjustment (Prog. Est. Only) | 0035 | $13,000.00 |
Smoothness Deduction | 0035 | $4,827.97 |
LD Adjustment (Prog. Est. Only) | 0036 | $9,000.00 |
LD Adjustment (Prog. Est. Only) | 0037 | $23,000.00 |
LD Adjustment (Prog. Est. Only) | 0038 | $15,000.00 | Subtotals For Contract Adjustments | $665,827.97 |
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) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0029 | 0.00 | $0.00 | $-684.92 |
27909(04) | 0017 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * Material Discrepancy Adjustments | 0020 | 0.00 | $0.00 | $-5,948.33 |
27909(04) | 0017 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * Material Discrepancy Adjustments | 0031 | 0.00 | $0.00 | $2,974.16 |
27909(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 1,065.97 | $0.64 | $686.91 |
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) | * ROADWAY DENSITY | 0020 | 0.00 | $0.00 | $-328.92 | Subtotals For Line Item Adjustments | $-4,809.89 | * = 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 | 05/06/2013 | 240.00 DYS | $5,000.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
01 | System Application of Disincentive Adj | 0025 | $-30,000.00 |
01 | System Application of Disincentive Adj | 0026 | $-75,000.00 |
01 | System Application of Disincentive Adj | 0027 | $-140,000.00 |
01 | System Application of Disincentive Adj | 0028 | $-80,000.00 |
01 | System Application of Disincentive Adj | 0029 | $-75,000.00 |
01 | System Application of Disincentive Adj | 0030 | $-75,000.00 |
01 | System Application of Disincentive Adj | 0031 | $-30,000.00 | Subtotals For Milestones | $-505,000.00 |
Contract ID: | 110490 | Estimate Number: | 0038 | 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 | 9,511.110 | 9,511.110 | $11.50 | $0.00 | $109,377.77 | |
0002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,716.000 | 3,645.280 | 3,645.280 | $20.00 | $0.00 | $72,905.60 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.150 | 1.000 | $16,250.00 | $2,437.50 | $16,250.00 |
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 | 27.000 | $8.00 | $0.00 | $216.00 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 16,666.000 | 16,666.000 | 24,763.260 | 24,763.260 | $1.70 | $42,097.54 | $42,097.54 |
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 | 2,925.380 | $60.00 | $0.00 | $175,522.80 | |
0011 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 19,019.000 | 19,019.000 | 18,522.550 | $2.50 | $0.00 | $46,306.38 | |
0012 | SEPARATOR FABRIC | 325 5271 | SY | 8,021.000 | 8,021.000 | 8,753.870 | $1.50 | $0.00 | $13,130.82 | |
0013 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 9,148.000 | 9,148.000 | 9,086.620 | $2.50 | $0.00 | $22,716.55 | |
0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 2,621.000 | 2,621.000 | 1,790.880 | $30.00 | $0.00 | $53,726.40 | |
0015 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 810.000 | 810.000 | 812.230 | $81.50 | $0.00 | $66,196.75 | |
0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 8,377.000 | 6,809.000 | 7,378.840 | $78.50 | $0.00 | $579,238.95 | |
0017 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 2,667.000 | 2,667.000 | 2,141.490 | $103.00 | $0.00 | $220,573.47 | |
0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,804.000 | 1,356.000 | 0.000 | 1,967.290 | $82.75 | $0.00 | $162,793.25 |
0019 | COLD MILLING PAVEMENT | 412 5267 | SY | 20,098.000 | 20,098.000 | 18,487.560 | $1.85 | $0.00 | $34,201.99 | |
0020 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 3,760.000 | 3,760.000 | 10,652.000 | $1.75 | $0.00 | $18,641.00 | |
0021 | GRANULAR BACKFILL | 501(F) 6352 | CY | 266.000 | 266.000 | 119.000 | $62.50 | $0.00 | $7,437.50 | |
0022 | CLASS C CONCRETE | 509(D) 0325 | CY | 34.620 | 34.620 | 101.930 | $425.00 | $0.00 | $43,320.25 | |
0023 | 1'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1513 | LF | 396.000 | 396.000 | 1,070.000 | $26.25 | $0.00 | $28,087.50 | |
0024 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 797.000 | 797.000 | 0.000 | 856.700 | $40.50 | $0.00 | $34,696.35 |
0025 | INLET (SMD-TYPE 1) | 611(G) 6000 | EA | 2.000 | 2.000 | 2.000 | $1,500.00 | $0.00 | $3,000.00 | |
0026 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 759.000 | 759.000 | 768.000 | $50.00 | $0.00 | $38,400.00 | |
0027 | 34" X 53" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4507 | LF | 233.000 | 233.000 | 240.000 | $225.00 | $0.00 | $54,000.00 | |
0028 | 43" X 68" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4509 | LF | 226.000 | 226.000 | 232.000 | $325.00 | $0.00 | $75,400.00 | |
0029 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 84.000 | 84.000 | 84.000 | $60.00 | $0.00 | $5,040.00 | |
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 | 2.000 | $2,600.00 | $0.00 | $5,200.00 | |
0033 | SPECIAL END SECTION OF 34" X 53" RCP ELLIPTICAL | 613(O) 5155 | EA | 2.000 | 2.000 | 2.000 | $2,200.00 | $0.00 | $4,400.00 | |
0034 | 18" GALV. STEEL CULVERT END SECTION ROUND | 613(P) 0760 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $500.00 | $0.00 | $500.00 |
0035 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.900 | $25,000.00 | $0.00 | $22,500.00 | |
0036 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 396.000 | 396.000 | 1,062.000 | $8.00 | $0.00 | $8,496.00 | |
0037 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 8,876.000 | 8,876.000 | 10,854.500 | $3.75 | $0.00 | $40,704.39 | |
0038 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 1,708.000 | 1,708.000 | 2,582.000 | $3.00 | $0.00 | $7,746.00 | |
0039 | SAWING PAVEMENT | 619(C) 0924 | LF | 152.000 | 5,411.940 | 6,246.940 | $3.50 | $0.00 | $21,864.29 | |
0040 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,050.000 | 1,050.000 | 1,050.000 | $20.00 | $0.00 | $21,000.00 | |
0041 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,550.00 | $0.00 | $10,200.00 | |
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 | 2.000 | $105.09 | $0.00 | $210.18 | |
8000 | FULL DEPTH P.C.C. PATCH(PLACEMENT ONLY) | 414(E) 0225 | SY | 0.000 | 3,330.080 | 3,330.080 | $13.51 | $0.00 | $44,989.38 | |
8001 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 0.000 | 824.000 | 824.000 | $109.87 | $0.00 | $90,532.88 | |
8006 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 0.000 | 4.000 | 4.000 | $2,100.00 | $0.00 | $8,400.00 | |
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 | $44,535.04 | $2,222,512.24 | ||||||||
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 | 26.440 | $75.00 | $0.00 | $1,983.00 | |
0046 | CLSM BACKFILL | 501(G) 6309 | CY | 80.000 | 80.000 | 80.000 | $125.00 | $0.00 | $10,000.00 | |
0047 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 1,068.300 | 1,068.300 | 1,068.300 | $185.00 | $0.00 | $197,635.50 | |
0048 | APPROACH SLAB | 504(A) 1304 | SY | 364.400 | 364.400 | 364.400 | $200.00 | $0.00 | $72,880.00 | |
0049 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,247.700 | 1,247.700 | 1,247.700 | $5.00 | $0.00 | $6,238.50 | |
0050 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 591.000 | 591.000 | 591.000 | $70.00 | $0.00 | $41,370.00 | |
0051 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,500.000 | 1,500.000 | 1,500.000 | $3.50 | $0.00 | $5,250.00 | |
0052 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 10.000 | 10.000 | 10.000 | $500.00 | $0.00 | $5,000.00 | |
0053 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 30.000 | 30.000 | 30.000 | $2,500.00 | $0.00 | $75,000.00 | |
0054 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 30.000 | 30.000 | 30.000 | $350.00 | $0.00 | $10,500.00 | |
0055 | CLASS AA CONCRETE | 509(A) 1326 | CY | 311.800 | 311.800 | 311.800 | $550.00 | $0.00 | $171,490.00 | |
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 | 2,274.340 | $72.00 | $0.00 | $163,752.48 | |
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 | 87,560.000 | $1.00 | $0.00 | $87,560.00 | |
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 | 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 | 261.190 | $550.00 | $0.00 | $143,654.50 | |
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 | 248.000 | $17.50 | $0.00 | $4,340.00 | |
0067 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 72.000 | 72.000 | 144.000 | $17.50 | $0.00 | $2,520.00 | |
0068 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $107,500.00 | $0.00 | $107,500.00 | |
8008 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 0.000 | 1.000 | 0.000 | $24,500.00 | $0.00 | $0.00 | |
Subtotals For Category 0200/BRIDGE "A" - IMY-35-4(244)186 | $0.00 | $1,225,313.98 | ||||||||
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 | 100.000 | $50.00 | $0.00 | $5,000.00 | |
0070 | GRANULAR BACKFILL | 501(F) 6352 | CY | 66.000 | 66.000 | 26.440 | $75.00 | $0.00 | $1,983.00 | |
0071 | CLSM BACKFILL | 501(G) 6309 | CY | 80.000 | 80.000 | 80.000 | $125.00 | $0.00 | $10,000.00 | |
0072 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 1,068.300 | 1,068.300 | 1,068.300 | $185.00 | $0.00 | $197,635.50 | |
0073 | APPROACH SLAB | 504(A) 1304 | SY | 364.400 | 364.400 | 364.400 | $200.00 | $0.00 | $72,880.00 | |
0074 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,247.700 | 1,247.700 | 1,247.700 | $5.00 | $0.00 | $6,238.50 | |
0075 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 591.000 | 591.000 | 591.000 | $70.00 | $0.00 | $41,370.00 | |
0076 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,500.000 | 1,500.000 | 1,500.000 | $3.50 | $0.00 | $5,250.00 | |
0077 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 10.000 | 10.000 | 10.000 | $500.00 | $0.00 | $5,000.00 | |
0078 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 30.000 | 30.000 | 30.000 | $2,500.00 | $0.00 | $75,000.00 | |
0079 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 30.000 | 30.000 | 30.000 | $350.00 | $0.00 | $10,500.00 | |
0080 | CLASS AA CONCRETE | 509(A) 1326 | CY | 311.800 | 311.800 | 311.800 | $550.00 | $0.00 | $171,490.00 | |
0081 | CLASS A CONCRETE | 509(B) 1328 | CY | 162.900 | 162.900 | 162.900 | $550.00 | $0.00 | $89,595.00 | |
0082 | SLOPE WALL (5") | 510(C) 6138 | SY | 2,714.000 | 2,714.000 | 2,616.830 | $72.00 | $0.00 | $188,411.76 | |
0083 | REINFORCING STEEL | 511(A) 1332 | LB | 1,260.000 | 1,260.000 | 1,260.000 | $1.50 | $0.00 | $1,890.00 | |
0084 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 87,450.000 | 87,450.000 | 87,450.000 | $1.00 | $0.00 | $87,450.00 | |
0085 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 438.000 | 438.000 | 535.570 | $35.00 | $0.00 | $18,744.95 | |
0086 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 438.000 | 438.000 | 535.570 | $15.00 | $0.00 | $8,033.55 | |
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 | 258.720 | $550.00 | $0.00 | $142,296.00 | |
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 | 248.000 | $17.50 | $0.00 | $4,340.00 | |
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 | 1.000 | $107,500.00 | $0.00 | $107,500.00 | |
8002 | CLASS C BRIDGE DECK REPAIR | 513(C) 6020 | SY | 0.000 | 225.580 | 225.580 | $624.75 | $0.00 | $140,931.11 | |
8009 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 0.000 | 1.000 | 0.000 | $24,500.00 | $0.00 | $0.00 | |
Subtotals For Category 0210/BRIDGE "B" - IMY-35-4(244)186 | $0.00 | $1,391,539.37 | ||||||||
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 | 28,706.000 | $0.08 | $0.00 | $2,296.48 | |
0095 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 5,115.000 | 5,115.000 | 680.000 | $0.53 | $0.00 | $360.40 | |
0096 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 15,000.000 | 15,000.000 | 9,802.000 | $0.11 | $0.00 | $1,078.23 | |
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 | 4,536.000 | $30.00 | $0.00 | $136,080.00 | |
0099 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 5,275.000 | 5,275.000 | 4,332.000 | $2.75 | $0.00 | $11,913.00 | |
0100 | MODULAR GLARE SCREEN (TEMPORARY) | 878(B) 8487 | SD | 56,700.000 | 56,700.000 | 25,938.000 | $0.05 | $0.00 | $1,296.90 | |
0101 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 780.000 | 780.000 | 946.000 | $5.25 | $0.00 | $4,966.50 | |
0102 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 8,100.000 | 8,100.000 | 285.000 | 31,138.000 | $0.16 | $45.60 | $4,982.08 |
0103 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 13,740.000 | 13,740.000 | 120.000 | 19,503.000 | $0.26 | $31.20 | $5,070.78 |
0104 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 14,805.000 | 14,805.000 | 180.000 | 22,538.000 | $2.63 | $473.40 | $59,274.94 |
0105 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 8,805.000 | 8,805.000 | 11,734.000 | $0.05 | $0.00 | $586.70 | |
0106 | WING BARRICADES | 880(C) 8848 | SD | 1,380.000 | 1,380.000 | 120.000 | 4,668.000 | $1.05 | $126.00 | $4,901.40 |
0107 | VERTICAL PANELS | 880(D) 8854 | SD | 735.000 | 735.000 | 2,031.000 | $1.05 | $0.00 | $2,132.55 | |
0108 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 17,520.000 | 17,520.000 | -43,812.000 | 44,820.000 | $0.05 | $-2,190.60 | $2,241.00 |
0109 | DRUMS | 880(F) 8878 | SD | 103,635.000 | 103,635.000 | 45.000 | 138,572.000 | $0.03 | $1.35 | $4,157.16 |
0110 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,500.000 | 1,500.000 | 578.750 | $55.50 | $0.00 | $32,120.63 | |
0111 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 1,140.000 | 1,140.000 | 908.000 | $10.51 | $0.00 | $9,543.08 | |
Subtotals For Category 0300/TRAFFIC CONTROL - IMY-35-4(244)186 | $-1,513.05 | $283,341.10 | ||||||||
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 | 165.680 | $67.25 | $0.00 | $11,141.98 | |
0113 | CLASS AA CONCRETE | 509(A) 0319 | CY | 24.540 | 24.540 | 22.580 | $275.00 | $0.00 | $6,209.50 | |
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 | 2,399.000 | $11.00 | $0.00 | $26,389.00 | |
0116 | END ANCHORS | 628(C) 5110 | EA | 9.000 | 9.000 | 6.000 | $1,250.00 | $0.00 | $7,500.00 | |
Subtotals For Category 0304/CABLE BARRIER - IMY-35-4(244)186 | $0.00 | $63,990.48 | ||||||||
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 | 16,882.000 | $0.47 | $0.00 | $7,934.54 | |
0121 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 2,931.000 | 2,931.000 | 2,340.000 | $0.58 | $0.00 | $1,357.20 | |
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 | $9,291.74 | ||||||||
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 | 0.900 | $20,000.00 | $0.00 | $18,000.00 | |
Subtotals For Category 0600/STAKING - IMY-35-4(244)186 | $0.00 | $18,000.00 | ||||||||
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 | 0.750 | $5,000.00 | $0.00 | $3,750.00 | |
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 | $308,750.00 | ||||||||
Subtotals For Project IMY-0035-4(244)186 /27909(04) | $43,021.99 | $5,522,738.91 |
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 | 536.440 | $7.50 | $0.00 | $4,023.31 | |
0133 | CLASS C CONCRETE | 509(D) 0325 | CY | 14.100 | 14.100 | 15.670 | $500.00 | $0.00 | $7,835.00 | |
0134 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 900.000 | 900.000 | 1,350.000 | $3.00 | $0.00 | $4,050.00 | |
0135 | (PL)GUARDRAIL CURBING | 623 0100 | EA | 4.000 | 4.000 | 4.000 | $1,200.00 | $0.00 | $4,800.00 | |
0136 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 325.000 | 325.000 | 325.000 | $20.00 | $0.00 | $6,500.00 | |
0137 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 3.000 | 3.000 | 3.000 | $600.00 | $0.00 | $1,800.00 | |
0138 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 8.000 | 8.000 | 8.000 | $2,100.00 | $0.00 | $16,800.00 | |
0139 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(E) 4294 | LF | 538.000 | 538.000 | 0.000 | 269.000 | $60.00 | $0.00 | $16,140.00 |
8004 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 0.000 | 213.000 | 182.920 | $150.00 | $0.00 | $27,438.00 | |
Subtotals For Category 0100/ROADWAY - SBR-152N(191)SB | $0.00 | $89,386.31 | ||||||||
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 | 219.040 | $170.00 | $0.00 | $37,236.80 | |
0141 | SAW-CUT GROOVING | 504(B) 1305 | SY | 764.300 | 764.300 | 728.120 | $5.00 | $0.00 | $3,640.60 | |
0142 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 84.000 | 84.000 | 84.000 | $255.00 | $0.00 | $21,420.00 | |
0143 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 362.200 | 362.200 | 364.060 | $70.00 | $0.00 | $25,484.20 | |
0144 | STRUCTURAL STEEL | 506(A) 1322 | LB | 500.000 | 6,155.000 | 6,155.000 | $10.00 | $0.00 | $61,550.00 | |
0145 | CLASS AA CONCRETE | 509(A) 1326 | CY | 137.400 | 137.400 | 137.400 | $600.00 | $0.00 | $82,440.00 | |
0146 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 41,777.000 | 41,777.000 | 41,777.000 | $1.00 | $0.00 | $41,777.00 | |
0147 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
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 | 100.760 | $4.00 | $0.00 | $403.04 | |
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 | 1.000 | $500.00 | $0.00 | $500.00 | |
0152 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 1.000 | 1.000 | 0.440 | $2,500.00 | $0.00 | $1,100.00 | |
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 | 1.000 | $175,000.00 | $0.00 | $175,000.00 | |
Subtotals For Category 0200/BRIDGE 'A' - SBR-152N(191)SB | $0.00 | $466,357.39 | ||||||||
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 | 219.040 | $170.00 | $0.00 | $37,236.80 | |
0157 | SAW-CUT GROOVING | 504(B) 1305 | SY | 764.300 | 764.300 | 718.050 | $5.00 | $0.00 | $3,590.25 | |
0158 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 84.000 | 84.000 | 84.000 | $255.00 | $0.00 | $21,420.00 | |
0159 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 362.200 | 362.200 | 364.080 | $72.00 | $0.00 | $26,213.76 | |
0160 | STRUCTURAL STEEL | 506(A) 1322 | LB | 500.000 | 6,057.000 | 6,057.000 | $10.00 | $0.00 | $60,570.00 | |
0161 | CLASS AA CONCRETE | 509(A) 1326 | CY | 137.400 | 137.400 | 139.980 | $600.00 | $0.00 | $83,988.00 | |
0162 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 41,777.000 | 41,777.000 | 41,777.000 | $1.00 | $0.00 | $41,777.00 | |
0163 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
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 | 1.500 | $250.00 | $0.00 | $375.00 | |
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 | 1.000 | $6,000.00 | $0.00 | $6,000.00 | |
0171 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $175,000.00 | $0.00 | $175,000.00 | |
8003 | CLASS C BRIDGE DECK REPAIR | 513(C) 6020 | SY | 0.000 | 276.870 | 276.870 | $624.75 | $0.00 | $172,974.53 | |
Subtotals For Category 0201/BRIDGE 'B' -SBR-152N(191)SB | $0.00 | $645,437.89 | ||||||||
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 | 0.750 | $15,000.00 | $0.00 | $11,250.00 | |
Subtotals For Category 0600/STAKING - SBR-152N(191)SB | $0.00 | $11,250.00 | ||||||||
Subtotals For Project SBR-152N(191)SB /28310(04) | $0.00 | $1,212,431.59 |