Contract ID: | 110483 | Estimate Number: | 0025 | Contract No: | 710554 | |||
Residency: | PERRY (04100) | Estimate Type: | Progressive | Account No: | 400400 | |||
Project Number(s): | BRIY-0035-4(239)232 | ||||||||||||
Primary Job Piece No: | 27063(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES I-35: OVER US-177. PROJECT LENGTH = 0.359 MILES. | ||||||||||||
Primary County: | KAY | ||||||||||||
Name of Road: | I-35 | ||||||||||||
Prime Contractor: | WILDCAT CONSTRUCTION CO., INC. & SUBSIDIARIES | ||||||||||||
P. O. BOX 750075 | |||||||||||||
TOPEKA , KS 66675 | |||||||||||||
Surety Company: | TRAVELERS INDEMNITY COMPANY | ||||||||||||
Date Let: | 10/20/2011 | NTP Effective Date: | 03/05/2012 | Pay Period: | 11/04/2013 TO 11/14/2013 |
Date Awarded: | 11/07/2011 | Date Work Began: | 02/20/2012 | Original Contract Time: | 240 |
Date Contract Executed: | 11/17/2011 | Date Time Stopped: | 11/03/2013 | Current Time Charged: | 240.00 |
Date NTP Issued: | 01/30/2012 | Completion Date: | 11/03/2013 | Current Time Allowed: | 240.00 |
General Liability Expires: | 01/01/2014 | Workman's Comp Expires: | 01/01/2014 | Percent Time Used: | 100.00 % |
Specification Year: | 2009 | Date Approved: | |||
Bid Amount: | $4,078,821.42 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $4,124,262.42 | Participating: | $3,915,342.59 | $3,910,798.49 | $4,544.10 | ||
Percent Complete: | 93.30 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $276,419.83 | Total Earnings: | $3,915,342.59 | $3,910,798.49 | $4,544.10 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $3,915,342.59 | $3,910,798.49 | $4,544.10 | ||||
Other Adjustments: | $31,500.00 | $31,500.00 | $0.00 | ||||
Liq Dam/Disincentive: | $-99,000.00 | $-99,000.00 | $0.00 | ||||
TOTAL: | $3,847,842.59 | $3,843,298.49 | $4,544.10 |
Contract ID: | 110483 | Estimate Number: | 0025 | Primary JP: | 27063(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | ASPH.BINDER & DEDUCT - SMOOTHNESS - FORMLINERS - ARROW BOARD | Approved | 02/04/2013 | 0.0 | $-262.64 |
002 | 7 DAY CREDIT OF DISINCENTIVE CHARGES | Approved | 09/13/2013 | 7.0 | $0.00 |
003 | ADD BRIDGE SURFACE FINISH | Approved | 08/27/2013 | 0.0 | $45,441.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
27063(04) | 0011 | Separator Fabric stockpile | Stockpiled Material Adjustment | 0006 | $-7,941.16 |
27063(04) | 0011 | Separator Fabric stockpile | Stockpiled Material Closure | 0017 | $-5.61 |
27063(04) | 0011 | Separator Fabric stockpile | Stockpiled Material Adjustment | 0014 | $-7,941.17 |
27063(04) | 0011 | Separator Fabric stockpile | Stockpiled Material Initial Payment | 0005 | $15,887.94 |
27063(04) | 0012 | Geogrid Reinforcement stockpile | Stockpiled Material Adjustment | 0014 | $-13,326.56 |
27063(04) | 0012 | Geogrid Reinforcement stockpile | Stockpiled Material Closure | 0017 | $-9.42 |
27063(04) | 0012 | Geogrid Reinforcement stockpile | Stockpiled Material Adjustment | 0006 | $-13,326.54 |
27063(04) | 0012 | Geogrid Reinforcement stockpile | Stockpiled Material Initial Payment | 0005 | $26,662.52 |
27063(04) | 0035 | Prestr.Concrete Beams - Bridge A | Stockpiled Material Adjustment | 0005 | $-80,454.00 |
27063(04) | 0035 | Prestr.Concrete Beams - Bridge A | Stockpiled Material Initial Payment | 0002 | $80,454.00 |
27063(04) | 0059 | Prestr.Concrete Beams - Bridge B | Stockpiled Material Adjustment | 0012 | $-80,454.00 |
27063(04) | 0059 | Prestr.Concrete Beams - Bridge B | Stockpiled Material Initial Payment | 0002 | $80,454.00 |
27063(04) | 0059 | Concrete Beam Bearing Pads - Bridge B | Stockpiled Material Initial Payment | 0005 | $7,268.40 |
27063(04) | 0059 | Concrete Beam Bearing Pads - Bridge B | Stockpiled Material Adjustment | 0012 | $-7,268.40 | 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 |
Smoothness Deduction | 0019 | $10,753.37 |
Smoothness Deduction | 0021 | $-10,753.37 |
Milestone Adjust. (Prog. Est. Only) | 0023 | $31,500.00 | Subtotals For Contract Adjustments | $31,500.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
27063(04) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0010 | 933.34 | $0.77 | $722.27 |
27063(04) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0016 | 0.00 | $0.00 | $-5,043.10 |
27063(04) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0019 | 0.00 | $0.00 | $214.53 |
27063(04) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0021 | 0.00 | $0.00 | $4,828.57 |
27063(04) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | * Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $-722.27 |
27063(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 2,380.83 | $0.77 | $1,842.41 |
27063(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 302.41 | $0.77 | $234.02 |
27063(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0017 | 0.00 | $0.00 | $-8,712.32 |
27063(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $-2,076.43 |
27063(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0021 | 0.00 | $0.00 | $8,712.32 |
27063(04) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0010 | 641.17 | $0.88 | $567.05 |
27063(04) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * ROADWAY DENSITY | 0016 | 0.00 | $0.00 | $-5,827.42 |
27063(04) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $-567.05 |
27063(04) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * ROADWAY DENSITY | 0021 | 0.00 | $0.00 | $5,827.42 |
27063(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 236.45 | $0.88 | $209.12 |
27063(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * ROADWAY DENSITY | 0016 | 0.00 | $0.00 | $-2,537.05 |
27063(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $-209.12 |
27063(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * ROADWAY DENSITY | 0021 | 0.00 | $0.00 | $2,537.05 | Subtotals For Line Item Adjustments | $0.00 | * = 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 | 02/27/2012 | 10/11/2012 | 212.00 DYS | $4,500.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
01 | System Application of Disincentive Adj | 0015 | $-49,500.00 |
01 | System Application of Disincentive Adj | 0016 | $-49,500.00 | Subtotals For Milestones | $-99,000.00 |
Contract ID: | 110483 | Estimate Number: | 0025 | Primary JP: | 27063(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: BRIY-0035-4(239)232 | Project: 27063(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,436.000 | 1,436.000 | 1,436.000 | $6.00 | $0.00 | $8,616.00 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 9,513.000 | 9,513.000 | 9,513.000 | $10.00 | $0.00 | $95,130.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 3,400.000 | 3,400.000 | 3,448.000 | $1.40 | $0.00 | $4,827.20 | |
0006 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 2.000 | 2.000 | 1.000 | $260.00 | $0.00 | $260.00 | |
0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 160.000 | 160.000 | 28.000 | $8.00 | $0.00 | $224.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 15,751.000 | 15,751.000 | 15,024.030 | $1.87 | $0.00 | $28,094.94 | |
0009 | MOWING | 241 2832 | AC | 6.500 | 6.500 | 9.850 | $63.00 | $0.00 | $620.55 | |
0010 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 5,480.000 | 5,480.000 | 5,598.350 | $65.00 | $0.00 | $363,892.75 | |
0011 | SEPARATOR FABRIC | 325 5271 | SY | 18,262.000 | 18,262.000 | 18,255.550 | $1.50 | $0.00 | $27,383.33 | |
0012 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 18,262.000 | 18,262.000 | 18,255.550 | $2.15 | $0.00 | $39,249.44 | |
0013 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 3,267.000 | 3,267.000 | 3,039.570 | $40.00 | $0.00 | $121,582.80 | |
0014 | TACK COAT | 407(B) 0250 | GAL | 3,233.000 | 3,233.000 | 1,647.500 | $2.33 | $0.00 | $3,838.68 | |
0015 | PRIME COAT | 408 5774 | GAL | 7,151.000 | 7,151.000 | 0.000 | $6.21 | $0.00 | $0.00 | |
0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 1,706.000 | 1,706.000 | 1,753.430 | $89.34 | $0.00 | $156,651.44 | |
0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 5,937.000 | 5,937.000 | 5,476.390 | $82.93 | $0.00 | $454,157.02 | |
0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 1,129.000 | 1,129.000 | 1,204.750 | $110.00 | $0.00 | $132,522.50 | |
0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 506.000 | 506.000 | 463.420 | $94.39 | $0.00 | $43,742.22 | |
0020 | SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | 411(I) 6310 | TON | 100.000 | 100.000 | 0.000 | $222.44 | $0.00 | $0.00 | |
0021 | FULL DEPTH P.C. CONCRETE PATCHING(PLACEMENT ONLY) | 414(E) 0225 | SY | 25.000 | 25.000 | 57.340 | $175.00 | $0.00 | $10,034.50 | |
0022 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 5.500 | 5.500 | 12.810 | $150.00 | $0.00 | $1,921.50 | |
0023 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0024 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 170.000 | 170.000 | 16.000 | $50.00 | $0.00 | $800.00 | |
0025 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 2.000 | 2.000 | 2.000 | $2,000.00 | $0.00 | $4,000.00 | |
0026 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $23,000.00 | $0.00 | $23,000.00 | |
0027 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 1,827.000 | 1,827.000 | 1,373.560 | $7.50 | $0.00 | $10,301.71 | |
0028 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 12,053.000 | 12,053.000 | 14,107.720 | $5.00 | $0.00 | $70,538.60 | |
0029 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 1,423.000 | 1,423.000 | 1,415.000 | $2.50 | $0.00 | $3,537.50 | |
0030 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,000.000 | 1,000.000 | 1,000.000 | $15.75 | $0.00 | $15,750.00 | |
0031 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,100.00 | $0.00 | $8,400.00 | |
0032 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,575.00 | $0.00 | $6,300.00 | |
8000 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | $3,574.87 | $0.00 | $3,574.87 | |
8001 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $4,828.57 | $0.00 | $-4,828.57 | |
8002 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $8,712.32 | $0.00 | $-8,712.32 | |
8003 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $5,827.42 | $0.00 | $-5,827.42 | |
8004 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $2,537.05 | $0.00 | $-2,537.05 | |
8005 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $11,281.49 | $0.00 | $11,281.49 | |
8009 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $1,000.00 | $0.00 | $-1,000.00 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $1,662,327.68 | ||||||||
Fed/State Project Number: BRIY-0035-4(239)232 | Project: 27063(04) | Category: 0200/BRIDGE 'A' | ||||||||
0033 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $40.00 | $0.00 | $3,600.00 | |
0034 | CLSM BACKFILL | 501(G) 6309 | CY | 230.000 | 230.000 | 230.000 | $120.00 | $0.00 | $27,600.00 | |
0035 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 636.000 | 636.000 | 636.000 | $220.00 | $0.00 | $139,920.00 | |
0036 | APPROACH SLAB | 504(A) 1304 | SY | 437.400 | 437.400 | 437.400 | $175.00 | $0.00 | $76,545.00 | |
0037 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,084.000 | 1,084.000 | 1,084.000 | $3.60 | $0.00 | $3,902.40 | |
0038 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 513.000 | 513.000 | 513.000 | $100.00 | $0.00 | $51,300.00 | |
0039 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,040.000 | 1,040.000 | 1,040.000 | $2.00 | $0.00 | $2,080.00 | |
0040 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $400.00 | $0.00 | $3,200.00 | |
0041 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $3,000.00 | $0.00 | $48,000.00 | |
0042 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 16.000 | 16.000 | 16.000 | $100.00 | $0.00 | $1,600.00 | |
0043 | CLASS AA CONCRETE | 509(A) 1326 | CY | 213.700 | 213.700 | 213.700 | $485.00 | $0.00 | $103,644.50 | |
0044 | CLASS A CONCRETE | 509(B) 1328 | CY | 142.800 | 142.800 | 142.800 | $415.00 | $0.00 | $59,262.00 | |
0045 | SLOPE WALL (5") | 510(C) 6138 | SY | 929.000 | 929.000 | 868.650 | $75.00 | $0.00 | $65,148.76 | |
0046 | REINFORCING STEEL | 511(A) 1332 | LB | 860.000 | 860.000 | 860.000 | $1.40 | $0.00 | $1,204.00 | |
0047 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 73,640.000 | 73,640.000 | 73,640.000 | $1.15 | $0.00 | $84,686.00 | |
0048 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 408.000 | 408.000 | 440.000 | $30.00 | $0.00 | $13,200.00 | |
0049 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 408.000 | 408.000 | 440.000 | $20.00 | $0.00 | $8,800.00 | |
0050 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 814.000 | 814.000 | 814.000 | $3.50 | $0.00 | $2,849.00 | |
0051 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 132.000 | 132.000 | 133.110 | $650.00 | $0.00 | $86,521.50 | |
0052 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 152.000 | 152.000 | 152.000 | $4.00 | $0.00 | $608.00 | |
0053 | SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | $150.00 | $0.00 | $300.00 | |
0054 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 246.000 | 246.000 | 246.000 | $20.00 | $0.00 | $4,920.00 | |
0055 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 110.000 | 110.000 | 154.000 | $20.00 | $0.00 | $3,080.00 | |
0056 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
8006 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | -1.000 | -1.000 | $528.12 | $0.00 | $-528.12 | |
8007 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,938.48 | $0.00 | $2,938.48 | |
8010 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 0.000 | 1.000 | 0.100 | 1.000 | $22,720.50 | $2,272.05 | $22,720.50 |
Subtotals For Category 0200/BRIDGE 'A' | $2,272.05 | $867,102.02 | ||||||||
Fed/State Project Number: BRIY-0035-4(239)232 | Project: 27063(04) | Category: 0201/BRIDGE 'B' | ||||||||
0057 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $40.00 | $0.00 | $3,600.00 | |
0058 | CLSM BACKFILL | 501(G) 6309 | CY | 230.000 | 230.000 | 230.000 | $120.00 | $0.00 | $27,600.00 | |
0059 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 636.000 | 636.000 | 636.000 | $220.00 | $0.00 | $139,920.00 | |
0060 | APPROACH SLAB | 504(A) 1304 | SY | 437.400 | 437.400 | 437.400 | $175.00 | $0.00 | $76,545.00 | |
0061 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,084.000 | 1,084.000 | 1,084.000 | $3.60 | $0.00 | $3,902.40 | |
0062 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 513.000 | 513.000 | 513.000 | $100.00 | $0.00 | $51,300.00 | |
0063 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,040.000 | 1,040.000 | 1,040.000 | $2.00 | $0.00 | $2,080.00 | |
0064 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $400.00 | $0.00 | $3,200.00 | |
0065 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $3,000.00 | $0.00 | $48,000.00 | |
0066 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 16.000 | 16.000 | 16.000 | $100.00 | $0.00 | $1,600.00 | |
0067 | CLASS AA CONCRETE | 509(A) 1326 | CY | 213.700 | 213.700 | 213.700 | $485.00 | $0.00 | $103,644.50 | |
0068 | CLASS A CONCRETE | 509(B) 1328 | CY | 142.800 | 142.800 | 142.800 | $415.00 | $0.00 | $59,262.00 | |
0069 | SLOPE WALL (5") | 510(C) 6138 | SY | 941.000 | 941.000 | 868.650 | $75.00 | $0.00 | $65,148.75 | |
0070 | REINFORCING STEEL | 511(A) 1332 | LB | 860.000 | 860.000 | 860.000 | $1.50 | $0.00 | $1,290.00 | |
0071 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 73,640.000 | 73,640.000 | 73,640.000 | $1.15 | $0.00 | $84,686.00 | |
0072 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 408.000 | 408.000 | 408.000 | $30.00 | $0.00 | $12,240.00 | |
0073 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 408.000 | 408.000 | 402.090 | $20.00 | $0.00 | $8,041.80 | |
0074 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 814.000 | 814.000 | 814.000 | $3.50 | $0.00 | $2,849.00 | |
0075 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 132.000 | 132.000 | 133.960 | $650.00 | $0.00 | $87,074.00 | |
0076 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 152.000 | 152.000 | 152.000 | $4.00 | $0.00 | $608.00 | |
0077 | SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | $150.00 | $0.00 | $300.00 | |
0078 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 246.000 | 246.000 | 246.000 | $20.00 | $0.00 | $4,920.00 | |
0079 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 110.000 | 110.000 | 167.000 | $20.00 | $0.00 | $3,340.00 | |
0080 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
8011 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 0.000 | 1.000 | 0.100 | 1.000 | $22,720.50 | $2,272.05 | $22,720.50 |
Subtotals For Category 0201/BRIDGE 'B' | $2,272.05 | $863,871.95 | ||||||||
Fed/State Project Number: BRIY-0035-4(239)232 | Project: 27063(04) | Category: 0300/TEMPORARY TRAFFIC | ||||||||
0081 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 9,800.000 | 9,800.000 | 16,061.000 | $0.16 | $0.00 | $2,569.76 | |
0082 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 6,080.000 | 6,080.000 | 974.000 | $0.36 | $0.00 | $350.64 | |
0083 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 3,800.000 | 3,800.000 | 5,594.000 | $0.52 | $0.00 | $2,908.88 | |
0084 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 4,150.000 | 4,150.000 | 4,461.000 | $20.00 | $0.00 | $89,220.00 | |
0085 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 4,000.000 | 4,000.000 | 4,193.000 | $2.50 | $0.00 | $10,482.50 | |
0086 | MODULAR GLARE SCREEN (TEMPORARY) | 878(B) 8487 | SD | 67,200.000 | 67,200.000 | 16,030.000 | $0.02 | $0.00 | $320.60 | |
0087 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 9,270.000 | 9,270.000 | 29,416.000 | $0.16 | $0.00 | $4,706.56 | |
0088 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 6,528.000 | 6,528.000 | 9,995.000 | $1.04 | $0.00 | $10,394.80 | |
0089 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 7,228.000 | 7,228.000 | 10,492.000 | $2.08 | $0.00 | $21,823.36 | |
0090 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,648.000 | 3,648.000 | 6,557.000 | $0.10 | $0.00 | $655.70 | |
0091 | WING BARRICADES | 880(C) 8848 | SD | 960.000 | 960.000 | 1,168.000 | $0.26 | $0.00 | $303.68 | |
0092 | VERTICAL PANELS | 880(D) 8854 | SD | 3,480.000 | 3,480.000 | 2,468.000 | $0.10 | $0.00 | $246.80 | |
0093 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 7,296.000 | 7,296.000 | 18,790.000 | $0.10 | $0.00 | $1,879.00 | |
0094 | DRUMS | 880(F) 8878 | SD | 27,240.000 | 27,240.000 | 28,936.000 | $0.16 | $0.00 | $4,629.76 | |
0095 | CHANNELIZER CONES | 880(G) 8890 | SD | 2,640.000 | 2,640.000 | 16,729.000 | $0.26 | $0.00 | $4,349.54 | |
0096 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,920.000 | 1,920.000 | 53.500 | $60.00 | $0.00 | $3,210.00 | |
0097 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 536.000 | 536.000 | 20.000 | $5.20 | $0.00 | $104.00 | |
8008 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 0.000 | 512.000 | 510.000 | $10.50 | $0.00 | $5,355.00 | |
Subtotals For Category 0300/TEMPORARY TRAFFIC | $0.00 | $163,510.58 | ||||||||
Fed/State Project Number: BRIY-0035-4(239)232 | Project: 27063(04) | Category: 0301/PERMANENT TRAFFIC | ||||||||
0098 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 6,690.000 | 6,690.000 | 5,692.000 | $0.55 | $0.00 | $3,130.60 | |
0099 | REMOVAL OF CABLE BARRIER | 619(B) 5190 | LF | 6,055.000 | 6,055.000 | 5,630.000 | $6.00 | $0.00 | $33,780.00 | |
0100 | INSTALLATION OF CABLE BARRIER SYSTEM | 628 5180 | LF | 6,055.000 | 6,055.000 | 5,569.000 | $10.00 | $0.00 | $55,690.00 | |
0101 | END ANCHORS | 628(C) 5110 | EA | 4.000 | 4.000 | 3.000 | $1,250.00 | $0.00 | $3,750.00 | |
0102 | (PL)REMOVAL OF GROUND MOUNTED SIGNS | 805(A) 8720 | LSUM | 1.000 | 1.000 | 1.000 | $250.00 | $0.00 | $250.00 | |
0103 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 36.000 | 36.000 | 36.000 | $20.00 | $0.00 | $720.00 | |
0104 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 43.000 | 43.000 | 43.000 | $10.00 | $0.00 | $430.00 | |
0105 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 24.000 | 24.000 | 48.000 | $22.50 | $0.00 | $1,080.00 | |
0106 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 15,200.000 | 15,200.000 | 10,054.000 | $0.63 | $0.00 | $6,334.02 | |
0107 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 2,040.000 | 2,040.000 | 1,113.000 | $0.98 | $0.00 | $1,090.74 | |
Subtotals For Category 0301/PERMANENT TRAFFIC | $0.00 | $106,255.36 | ||||||||
Fed/State Project Number: BRIY-0035-4(239)232 | Project: 27063(04) | Category: 0600/STAKING | ||||||||
0108 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $25,000.00 | $0.00 | $22,500.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $22,500.00 | ||||||||
Fed/State Project Number: BRIY-0035-4(239)232 | Project: 27063(04) | Category: 0640/CONSTRUCTION | ||||||||
0109 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
0110 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0111 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $222,275.00 | $0.00 | $222,275.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $229,775.00 | ||||||||
Subtotals For Project BRIY-0035-4(239)232 /27063(04) | $4,544.10 | $3,915,342.59 |