Contract ID: | 110451 | Estimate Number: | 0020 | Contract No: | 710474 | |||
Residency: | CRAIG & KEITHLINE, INC. (08007) | Estimate Type: | Progressive | Account No: | 400800 | |||
Project Number(s): | BRFY-172N(272) | ||||||||||||
Primary Job Piece No: | 21923(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES US-75: OVER MIDDLE DUCK CREEK, 0.9 MILES NORTH OF THE OKMULGEE COUNTY LINE. PROJECT LENGTH = 0.107 MILES. | ||||||||||||
Primary County: | TULSA | ||||||||||||
Name of Road: | US-75 | ||||||||||||
Prime Contractor: | MANHATTAN ROAD & BRIDGE COMPANY | ||||||||||||
5601 S. 122ND E. AVE. | |||||||||||||
TULSA , OK 74146 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 09/15/2011 | NTP Effective Date: | 11/28/2011 | Pay Period: | 10/16/2012 TO 11/30/2012 |
Date Awarded: | 10/03/2011 | Date Work Began: | 11/28/2011 | Original Contract Time: | 250 |
Date Contract Executed: | 10/12/2011 | Date Time Stopped: | Current Time Charged: | 250.00 | |
Date NTP Issued: | 10/20/2011 | Completion Date: | Current Time Allowed: | 250.00 | |
General Liability Expires: | 10/01/2013 | Workman's Comp Expires: | 10/01/2013 | Percent Time Used: | 100.00 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $2,448,178.72 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $2,471,973.36 | Participating: | $2,399,451.95 | $2,396,952.31 | $2,499.64 | ||
Percent Complete: | 98.48 % | Non Participating: | $11,250.00 | $11,250.00 | $0.00 | ||
Funds Available: | $37,290.83 | Total Earnings: | $2,410,701.95 | $2,408,202.31 | $2,499.64 | ||
Unearned Balance: | $61,085.47 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $2,410,701.95 | $2,408,202.31 | $2,499.64 | ||||
Other Adjustments: | $12,685.94 | $12,685.94 | $0.00 | ||||
Liq Dam/Disincentive: | $-12,500.00 | $-12,500.00 | $0.00 | ||||
TOTAL: | $2,410,887.89 | $2,408,388.25 | $2,499.64 |
Contract ID: | 110451 | Estimate Number: | 0020 | Primary JP: | 21923(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Compensation for lost overhead for longitudinal barriers. | Approved | 07/24/2012 | 0.0 | $-95,250.00 |
002 | Add Arrow Display & adjust unit price on Signs 16.0 -32.99 | Approved | 09/11/2012 | 0.0 | $71,455.36 |
003 | Adds five days to the Contract "B" Time | Approved | 09/12/2012 | 5.0 | $0.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
21923(04) | 0035 | Br. "A" Approach Slab Resteel | Stockpiled Material Adjustment | 0010 | $-6,808.23 |
21923(04) | 0035 | Br. "A" Approach Slab Resteel | Stockpiled Material Initial Payment | 0007 | $6,808.23 |
21923(04) | 0037 | Br. "A" Traffic Rail Resteel | Stockpiled Material Initial Payment | 0007 | $4,149.00 |
21923(04) | 0037 | Br. "A" Traffic Rail Resteel | Stockpiled Material Adjustment | 0010 | $-4,149.00 |
21923(04) | 0039 | Weathering Steel fixed bearing assemblies | Stockpiled Material Initial Payment | 0003 | $1,360.00 |
21923(04) | 0039 | Weathering Steel fixed bearing assemblies | Stockpiled Material Closure | 0006 | $-1,360.00 |
21923(04) | 0039 | Weathering Steel Fixed Bearing Assemblies | Stockpiled Material Adjustment | 0007 | $-1,360.00 |
21923(04) | 0039 | Weathering Steel Fixed Bearing Assemblies | Stockpiled Material Initial Payment | 0007 | $1,360.00 |
21923(04) | 0040 | Stainless Steel Exp. Bearing Assemblies | Stockpiled Material Initial Payment | 0003 | $31,874.88 |
21923(04) | 0040 | Stainless Steel Exp. Bearing Assemblies | Stockpiled Material Closure | 0006 | $-31,874.88 |
21923(04) | 0040 | Stainless Steel Exp. Bearing Assemblies | Stockpiled Material Initial Payment | 0007 | $31,874.88 |
21923(04) | 0040 | Stainless Steel Exp. Bearing Assemblies | Stockpiled Material Adjustment | 0007 | $-31,874.88 |
21923(04) | 0041 | Elastormeric Bearing Pads | Stockpiled Material Initial Payment | 0003 | $2,560.00 |
21923(04) | 0041 | Elastormeric Bearing Pads | Stockpiled Material Closure | 0006 | $-2,560.00 |
21923(04) | 0041 | Elastomeric Bearing Pads | Stockpiled Material Adjustment | 0009 | $-2,560.00 |
21923(04) | 0041 | Elastomeric Bearing Pads | Stockpiled Material Initial Payment | 0007 | $2,560.00 |
21923(04) | 0045 | Br. A abut.; pier; diaphragm | Stockpiled Material Initial Payment | 0002 | $10,273.20 |
21923(04) | 0045 | Br. A abut.; pier; diaphragm | Stockpiled Material Closure | 0006 | $-10,273.20 |
21923(04) | 0045 | Br. "A" deck epoxy-coated steel | Stockpiled Material Adjustment | 0009 | $-27,077.30 |
21923(04) | 0045 | Br. "A" deck epoxy-coated steel | Stockpiled Material Adjustment | 0007 | $-3,043.42 |
21923(04) | 0045 | Br. "A" deck epoxy-coated steel | Stockpiled Material Initial Payment | 0007 | $30,120.72 |
21923(04) | 0046 | Piling and Tips | Stockpiled Material Closure | 0006 | $-7,658.00 |
21923(04) | 0046 | Piling and Tips | Stockpiled Material Initial Payment | 0002 | $7,658.00 |
21923(04) | 0049 | Drilled shaft reinforcing steel | Stockpiled Material Closure | 0006 | $-6,770.92 |
21923(04) | 0049 | Drilled shaft reinforcing steel | Stockpiled Material Initial Payment | 0002 | $6,770.92 |
21923(04) | 0059 | Resteel for Approach Slab Br. B | Stockpiled Material Adjustment | 0015 | $-6,801.09 |
21923(04) | 0059 | Resteel for Approach Slab Br. B | Stockpiled Material Initial Payment | 0011 | $6,801.09 |
21923(04) | 0061 | Resteel for Concrete Rail Br. B | Stockpiled Material Initial Payment | 0011 | $4,153.61 |
21923(04) | 0061 | Resteel for Concrete Rail Br. B | Stockpiled Material Adjustment | 0015 | $-4,153.61 |
21923(04) | 0063 | Weathering Steel Fixed Bearing Assemblies | Stockpiled Material Initial Payment | 0003 | $1,360.00 |
21923(04) | 0063 | Weathering Steel Fixed Bearing Assemblies | Stockpiled Material Closure | 0006 | $-1,360.00 |
21923(04) | 0063 | Weathering Steel Fixed Bearing Assemblies | Stockpiled Material Initial Payment | 0007 | $1,360.00 |
21923(04) | 0063 | Weathering Steel Fixed Bearing Assemblies | Stockpiled Material Adjustment | 0013 | $-1,360.00 |
21923(04) | 0064 | Stainless Steel Exp. Bearing Assemblies | Stockpiled Material Initial Payment | 0003 | $31,875.04 |
21923(04) | 0064 | Stainless Steel Exp. Bearing Assemblies | Stockpiled Material Closure | 0006 | $-31,875.04 |
21923(04) | 0064 | Stainless Steel Exp. Bearing Assemblies | Stockpiled Material Adjustment | 0013 | $-31,875.04 |
21923(04) | 0064 | Stainless Steel Exp. Bearing Assemblies | Stockpiled Material Initial Payment | 0007 | $31,875.04 |
21923(04) | 0065 | Elastomeric Bearing Pads | Stockpiled Material Closure | 0006 | $-2,560.00 |
21923(04) | 0065 | Elastomeric Bearing Pads | Stockpiled Material Initial Payment | 0003 | $2,560.00 |
21923(04) | 0065 | Elastomeric Bearing Pads | Stockpiled Material Initial Payment | 0007 | $2,560.00 |
21923(04) | 0065 | Elastomeric Bearing Pads | Stockpiled Material Adjustment | 0014 | $-2,560.00 |
21923(04) | 0069 | Epoxy-coated steel Br. B | Stockpiled Material Adjustment | 0015 | $-1,104.58 |
21923(04) | 0069 | Epoxy-coated steel Br. B | Stockpiled Material Adjustment | 0014 | $-27,868.50 |
21923(04) | 0069 | Epoxy-coated steel Br. B | Stockpiled Material Initial Payment | 0011 | $36,538.15 |
21923(04) | 0069 | Epoxy-coated steel Br. B | Stockpiled Material Adjustment | 0013 | $-2,989.07 |
21923(04) | 0069 | Epoxy-coated steel Br. B | Stockpiled Material Adjustment | 0012 | $-4,576.00 |
21923(04) | 0070 | Piling and tips | Stockpiled Material Initial Payment | 0002 | $7,658.00 |
21923(04) | 0070 | Piling and tips | Stockpiled Material Closure | 0012 | $-7,658.00 |
21923(04) | 0073 | Resteel for Drilled Shafts Br. B | Stockpiled Material Adjustment | 0012 | $-6,572.56 |
21923(04) | 0073 | Resteel for Drilled Shafts Br. B | Stockpiled Material Initial Payment | 0011 | $6,572.56 | Subtotals For Stockpile Payments | $0.00 |
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 |
Milestone Adjust. (Prog. Est. Only) | 0017 | $12,500.00 | Subtotals For Contract Adjustments | $12,500.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
21923(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 1,035.27 | $-0.24 | $-251.11 |
21923(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 604.68 | $0.34 | $210.16 |
21923(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 101.24 | $0.55 | $56.45 |
21923(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 138.37 | $0.55 | $77.15 |
21923(04) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0011 | 187.97 | $0.39 | $74.66 |
21923(04) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0016 | 150.17 | $0.63 | $95.69 |
21923(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 537.98 | $-0.27 | $-149.13 |
21923(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 117.97 | $0.39 | $46.86 |
21923(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 39.57 | $0.63 | $25.21 |
21923(04) | 0091 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | * Overrun | 0006 | -2,971.14 | $10.52 | $-31,256.39 |
21923(04) | 0091 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | * Overrun Re-adjustment | 0007 | 2,971.14 | $10.52 | $31,256.39 | Subtotals For Line Item Adjustments | $185.94 | * = 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 | 02/17/2012 | 07/21/2012 | 155.00 DYS | $2,500.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
01 | System Application of Disincentive Adj | 0016 | $-12,500.00 | Subtotals For Milestones | $-12,500.00 |
Contract ID: | 110451 | Estimate Number: | 0020 | Primary JP: | 21923(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: BRFY-172N(272) | Project: 21923(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,651.000 | 1,651.000 | 1,651.000 | $17.50 | $0.00 | $28,892.50 | |
0002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,788.000 | 1,788.000 | 1,788.000 | $17.50 | $0.00 | $31,290.00 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $11,000.00 | $0.00 | $11,000.00 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,409.000 | 1,409.000 | 670.000 | $2.35 | $0.00 | $1,574.50 | |
0005 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 8.000 | 8.000 | 1.000 | $200.00 | $0.00 | $200.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 80.000 | 80.000 | 28.000 | $8.00 | $0.00 | $224.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 8,840.000 | 8,840.000 | 6,168.220 | $1.50 | $0.00 | $9,252.33 | |
0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.000 | 1.000 | 0.000 | $180.00 | $0.00 | $0.00 | |
0009 | MOWING | 241 2832 | AC | 2.000 | 2.000 | 0.000 | $90.00 | $0.00 | $0.00 | |
0010 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 1,233.000 | 1,233.000 | 1,188.100 | $40.00 | $0.00 | $47,524.00 | |
0011 | SEPARATOR FABRIC | 325 5271 | SY | 7,154.000 | 7,154.000 | 2,438.900 | $1.25 | $0.00 | $3,048.63 | |
0012 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 547.000 | 547.000 | 3,047.780 | $4.50 | $0.00 | $13,715.02 | |
0013 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 692.000 | 692.000 | 402.090 | $18.00 | $0.00 | $7,237.62 | |
0014 | TACK COAT | 407(B) 0250 | GAL | 490.000 | 490.000 | 522.500 | $3.25 | $0.00 | $1,698.13 | |
0015 | PRIME COAT | 408 5774 | GAL | 2,702.000 | 2,702.000 | 1,545.000 | $7.00 | $0.00 | $10,815.00 | |
0016 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 1,937.000 | 1,937.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 1,469.000 | 1,469.000 | 0.000 | 1,879.560 | $70.50 | $0.00 | $132,508.99 |
0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 225.000 | 225.000 | 338.140 | $121.00 | $0.00 | $40,914.94 | |
0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 855.000 | 855.000 | 695.520 | $89.50 | $0.00 | $62,249.05 | |
0020 | COLD MILLING PAVEMENT | 412 5267 | SY | 1,927.000 | 1,927.000 | 906.670 | $10.00 | $0.00 | $9,066.70 | |
0021 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 1,358.000 | 1,358.000 | 1,360.000 | $3.50 | $0.00 | $4,760.00 | |
0022 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0023 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 1,520.000 | 1,520.000 | 1,520.000 | $30.00 | $0.00 | $45,600.00 | |
0024 | 21" X 15" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4504 | EA | 4.000 | 4.000 | 4.000 | $175.00 | $0.00 | $700.00 | |
0025 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0026 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 4,477.000 | 4,477.000 | 6,679.910 | $5.00 | $0.00 | $33,399.55 | |
0027 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 1,937.000 | 1,937.000 | 614.450 | $5.50 | $0.00 | $3,379.48 | |
0028 | SAWING PAVEMENT | 619(C) 0924 | LF | 5,128.000 | 5,128.000 | 2,496.000 | $2.00 | $0.00 | $4,992.00 | |
0029 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,125.000 | 1,125.000 | 1,126.000 | $14.50 | $0.00 | $16,327.00 | |
0030 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,000.00 | $0.00 | $8,000.00 | |
0031 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,400.00 | $0.00 | $5,600.00 | |
0032 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 352.000 | 352.000 | 291.000 | $8.00 | $0.00 | $2,328.00 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $541,297.44 | ||||||||
Fed/State Project Number: BRFY-172N(272) | Project: 21923(04) | Category: 0200/BRIDGE 'A | ||||||||
0033 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $75.00 | $0.00 | $6,750.00 | |
0034 | CLSM BACKFILL | 501(G) 6309 | CY | 128.000 | 128.000 | 128.000 | $105.00 | $0.00 | $13,440.00 | |
0035 | APPROACH SLAB | 504(A) 1304 | SY | 178.600 | 178.600 | 178.600 | $150.00 | $0.00 | $26,790.00 | |
0036 | SAW-CUT GROOVING | 504(B) 1305 | SY | 804.400 | 804.400 | 804.330 | $5.00 | $0.00 | $4,021.65 | |
0037 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 461.000 | 461.000 | 461.000 | $60.00 | $0.00 | $27,660.00 | |
0038 | STRUCTURAL STEEL | 506(A) 1322 | LB | 149,500.000 | 149,500.000 | 146,476.060 | $1.60 | $0.00 | $234,361.70 | |
0039 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $400.00 | $0.00 | $3,200.00 | |
0040 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,750.00 | $0.00 | $44,000.00 | |
0041 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 16.000 | 16.000 | 16.000 | $300.00 | $0.00 | $4,800.00 | |
0042 | CLASS AA CONCRETE | 509(A) 1326 | CY | 219.000 | 219.000 | 219.000 | $400.00 | $0.00 | $87,600.00 | |
0043 | CLASS A CONCRETE | 509(B) 1328 | CY | 112.600 | 112.600 | 112.600 | $500.00 | $0.00 | $56,300.00 | |
0044 | CLASS C CONCRETE | 509(D) 1331 | CY | 12.000 | 12.000 | 0.000 | $625.00 | $0.00 | $0.00 | |
0045 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 66,450.000 | 66,450.000 | 66,450.000 | $0.95 | $0.00 | $63,127.50 | |
0046 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 339.500 | 339.500 | 339.500 | $37.50 | $0.00 | $12,731.25 | |
0047 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 339.500 | 339.500 | 304.720 | $15.00 | $0.00 | $4,570.80 | |
0048 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 614.000 | 614.000 | 614.000 | $3.50 | $0.00 | $2,149.00 | |
0049 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 116.000 | 116.000 | 116.000 | $600.00 | $0.00 | $69,600.00 | |
0050 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 155.000 | 155.000 | 152.000 | $5.00 | $0.00 | $760.00 | |
0051 | SEALER RESIN | 523(B) 6560 | GAL | 1.700 | 1.700 | 2.000 | $200.00 | $0.00 | $400.00 | |
0052 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 964.000 | 964.000 | 958.600 | $27.50 | $0.00 | $26,361.50 | |
0053 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 218.000 | 218.000 | 197.620 | $22.00 | $0.00 | $4,347.64 | |
0054 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 80.000 | 80.000 | 80.000 | $15.00 | $0.00 | $1,200.00 | |
0055 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 70.000 | 70.000 | 70.000 | $15.00 | $0.00 | $1,050.00 | |
0056 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $125,000.00 | $0.00 | $125,000.00 | |
Subtotals For Category 0200/BRIDGE 'A | $0.00 | $820,221.04 | ||||||||
Fed/State Project Number: BRFY-172N(272) | Project: 21923(04) | Category: 0201/BRIDGE 'B' | ||||||||
0057 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $75.00 | $0.00 | $6,750.00 | |
0058 | CLSM BACKFILL | 501(G) 6309 | CY | 128.000 | 128.000 | 128.000 | $105.00 | $0.00 | $13,440.00 | |
0059 | APPROACH SLAB | 504(A) 1304 | SY | 178.600 | 178.600 | 178.600 | $150.00 | $0.00 | $26,790.00 | |
0060 | SAW-CUT GROOVING | 504(B) 1305 | SY | 804.400 | 804.400 | 804.330 | $5.00 | $0.00 | $4,021.65 | |
0061 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 461.000 | 461.000 | 461.000 | $60.00 | $0.00 | $27,660.00 | |
0062 | STRUCTURAL STEEL | 506(A) 1322 | LB | 149,500.000 | 149,500.000 | 146,476.060 | $1.60 | $0.00 | $234,361.70 | |
0063 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $400.00 | $0.00 | $3,200.00 | |
0064 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,750.00 | $0.00 | $44,000.00 | |
0065 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 16.000 | 16.000 | 16.000 | $300.00 | $0.00 | $4,800.00 | |
0066 | CLASS AA CONCRETE | 509(A) 1326 | CY | 219.000 | 219.000 | 219.000 | $400.00 | $0.00 | $87,600.00 | |
0067 | CLASS A CONCRETE | 509(B) 1328 | CY | 112.600 | 112.600 | 112.600 | $500.00 | $0.00 | $56,300.00 | |
0068 | CLASS C CONCRETE | 509(D) 1331 | CY | 7.000 | 7.000 | 0.000 | $625.00 | $0.00 | $0.00 | |
0069 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 66,450.000 | 66,450.000 | 66,450.000 | $0.95 | $0.00 | $63,127.50 | |
0070 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 339.500 | 339.500 | 339.500 | $37.50 | $0.00 | $12,731.25 | |
0071 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 339.500 | 339.500 | 300.180 | $15.00 | $0.00 | $4,502.70 | |
0072 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 614.000 | 614.000 | 614.000 | $3.50 | $0.00 | $2,149.00 | |
0073 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 116.000 | 116.000 | 116.000 | $600.00 | $0.00 | $69,600.00 | |
0074 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 155.000 | 155.000 | 152.000 | $5.00 | $0.00 | $760.00 | |
0075 | SEALER RESIN | 523(B) 6560 | GAL | 1.700 | 1.700 | 2.000 | $200.00 | $0.00 | $400.00 | |
0076 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 964.000 | 964.000 | 286.420 | $27.50 | $0.00 | $7,876.55 | |
0077 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 218.000 | 218.000 | 217.760 | $22.00 | $0.00 | $4,790.72 | |
0078 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 80.000 | 80.000 | 80.000 | $15.00 | $0.00 | $1,200.00 | |
0079 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 70.000 | 70.000 | 70.000 | $15.00 | $0.00 | $1,050.00 | |
Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $677,111.07 | ||||||||
Fed/State Project Number: BRFY-172N(272) | Project: 21923(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
0080 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 1,500.000 | 1,500.000 | 0.000 | $0.26 | $0.00 | $0.00 | |
0081 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 20,547.000 | 20,547.000 | 26,955.000 | $0.74 | $0.00 | $19,946.70 | |
0082 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 500.000 | 500.000 | 603.000 | $1.05 | $0.00 | $633.15 | |
0083 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 1,000.000 | 1,000.000 | 9,048.000 | $1.05 | $0.00 | $9,500.40 | |
0084 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 540.000 | 540.000 | 0.000 | $21.04 | $0.00 | $0.00 | |
0085 | PORTABLE LONGITUDINAL BARRIER | 877(A) 8483 | LF | 3,000.000 | 0.000 | 0.000 | $37.50 | $0.00 | $0.00 | |
0086 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 3,000.000 | 3,400.000 | 3,385.000 | $15.00 | $0.00 | $50,775.00 | |
0087 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 6,890.000 | 6,890.000 | 6,709.000 | $2.25 | $0.00 | $15,095.25 | |
0088 | MODULAR GLARE SCREEN (TEMPORARY) | 878(B) 8487 | SD | 13,600.000 | 13,600.000 | 10,780.000 | $0.05 | $0.00 | $539.00 | |
0089 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 12,610.000 | 12,610.000 | 19,099.000 | $0.05 | $0.00 | $954.95 | |
0090 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 11,300.000 | 11,300.000 | 11,578.000 | $0.05 | $0.00 | $578.90 | |
0091 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 70.000 | 12,000.000 | 276.000 | 11,301.000 | $10.52 | $2,903.52 | $118,886.52 |
0092 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 10,000.000 | 10,000.000 | 7,830.000 | $0.26 | $0.00 | $2,035.80 | |
0093 | WING BARRICADES | 880(C) 8848 | SD | 400.000 | 400.000 | 184.000 | 2,342.000 | $5.26 | $967.84 | $12,318.92 |
0094 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 16,800.000 | 16,800.000 | 276.000 | 23,856.000 | $0.05 | $13.80 | $1,192.80 |
0095 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 26,910.000 | 26,910.000 | 1,576.000 | $0.05 | $0.00 | $78.80 | |
0096 | DRUMS | 880(F) 8878 | SD | 22,100.000 | 22,100.000 | 16,602.000 | $0.05 | $0.00 | $830.10 | |
0097 | CHANNELIZER CONES | 880(G) 8890 | SD | 5,200.000 | 5,200.000 | 15,268.000 | $0.05 | $0.00 | $763.40 | |
0098 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 400.000 | 400.000 | 362.000 | $26.30 | $0.00 | $9,520.60 | |
8002 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 0.000 | 11,912.000 | 276.000 | 11,213.000 | $-5.02 | $-1,385.52 | $-56,289.26 |
8003 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 0.000 | 500.000 | 403.000 | $11.50 | $0.00 | $4,634.50 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $2,499.64 | $191,995.53 | ||||||||
Fed/State Project Number: BRFY-172N(272) | Project: 21923(04) | Category: 0301/SIGNING AND STRIPING | ||||||||
0099 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 5.000 | 5.000 | 5.000 | $105.19 | $0.00 | $525.95 | |
0100 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 2,690.000 | 2,690.000 | 11,124.000 | $1.58 | $0.00 | $17,575.92 | |
0101 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 1.000 | 1.000 | 0.000 | $157.78 | $0.00 | $0.00 | |
Subtotals For Category 0301/SIGNING AND STRIPING | $0.00 | $18,101.87 | ||||||||
Fed/State Project Number: BRFY-172N(272) | Project: 21923(04) | Category: 0600/STAKING | ||||||||
0102 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $9,000.00 | $0.00 | $8,100.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $8,100.00 | ||||||||
Fed/State Project Number: BRFY-172N(272) | Project: 21923(04) | Category: 0640/CONSTRUCTION | ||||||||
0103 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $3,500.00 | $0.00 | $2,625.00 | |
0104 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $140,000.00 | $0.00 | $140,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $142,625.00 | ||||||||
Fed/State Project Number: BRFY-172N(272) | Project: 21923(04) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
8001 | COMPENSATION FOR CANCELED WORK ITEMS | 109 1125 | LSUM | 0.000 | 1.000 | 1.000 | $11,250.00 | $0.00 | $11,250.00 | |
Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $11,250.00 | ||||||||
Subtotals For Project BRFY-172N(272) /21923(04) | $2,499.64 | $2,410,701.95 |