Contract ID: | 110441 | Estimate Number: | 0027 | Contract No: | 710417 | |||
Residency: | CLAREMORE (08300) | Estimate Type: | Progressive | Account No: | 400800 | |||
Project Number(s): | BRFY-153N(147) | ||||||||||||
Primary Job Piece No: | 23129(04) | ||||||||||||
Contract Description: | BRIDGE REHABILITATION US-169: OVER CALIFORNIA CREEK, 3.5 MILES NORTH OF THE US-60 JUNCTION. PROJECT LENGTH = 0.275 MILES | ||||||||||||
Primary County: | NOWATA | ||||||||||||
Name of Road: | US-169 | ||||||||||||
Prime Contractor: | BECCO CONTRACTORS, INC. | ||||||||||||
P.O. BOX 9159 | |||||||||||||
TULSA , OK 74157 | |||||||||||||
Surety Company: | MID-CONTINENT CASUALTY CO. | ||||||||||||
Date Let: | 09/15/2011 | NTP Effective Date: | 11/28/2011 | Pay Period: | 07/01/2013 TO 07/31/2013 |
Date Awarded: | 10/03/2011 | Date Work Began: | 11/30/2011 | Original Contract Time: | 180 |
Date Contract Executed: | 10/12/2011 | Date Time Stopped: | 07/19/2013 | Current Time Charged: | 374.00 |
Date NTP Issued: | 10/25/2011 | Completion Date: | 07/19/2013 | Current Time Allowed: | 180.00 |
General Liability Expires: | 03/01/2014 | Workman's Comp Expires: | 02/01/2014 | Percent Time Used: | 207.78 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $3,277,995.45 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $3,277,995.45 | Participating: | $3,333,160.04 | $3,316,297.32 | $16,862.72 | ||
Percent Complete: | 95.13 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $159,709.86 | Total Earnings: | $3,333,160.04 | $3,316,297.32 | $16,862.72 | ||
Unearned Balance: | $159,709.86 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $3,333,160.04 | $3,316,297.32 | $16,862.72 | ||||
Other Adjustments: | $-20,874.45 | $-20,874.45 | $0.00 | ||||
Liq Dam/Disincentive: | $-194,000.00 | $-194,000.00 | $0.00 | ||||
TOTAL: | $3,118,285.59 | $3,101,422.87 | $16,862.72 |
Contract ID: | 110441 | Estimate Number: | 0027 | Primary JP: | 23129(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
No change orders have been created for this contract. |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
23129(04) | 0046 | SRUCTURAL STEEL | Stockpiled Material Initial Payment | 0007 | $75,584.42 |
23129(04) | 0046 | SRUCTURAL STEEL | Stockpiled Material Adjustment | 0008 | $-75,584.42 |
23129(04) | 0071 | STRUCTURAL STEEL | Stockpiled Material Adjustment | 0016 | $0.00 |
23129(04) | 0071 | STRUCTURAL STEEL | Stockpiled Material Initial Payment | 0011 | $0.00 |
23129(04) | 0077 | MSE RETAINING WALL | Stockpiled Material Closure | 0015 | $-16,200.00 |
23129(04) | 0077 | MSE RETAINING WALL | Stockpiled Material Initial Payment | 0010 | $16,200.00 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0014 | --9.0 | $1,000.00 | $-9,000.00 |
System Application of Liquidated Damages | 0015 | --13 | $1,000.00 | $-13,000.00 |
System Application of Liquidated Damages | 0016 | --47 | $1,000.00 | $-47,000.00 |
System Application of Liquidated Damages | 0017 | --13 | $1,000.00 | $-13,000.00 |
System Application of Liquidated Damages | 0018 | --11 | $1,000.00 | $-11,000.00 |
System Application of Liquidated Damages | 0019 | --15 | $1,000.00 | $-15,000.00 |
System Application of Liquidated Damages | 0020 | --9.0 | $1,000.00 | $-9,000.00 |
System Application of Liquidated Damages | 0021 | --10 | $1,000.00 | $-10,000.00 |
System Application of Liquidated Damages | 0022 | --11 | $1,000.00 | $-11,000.00 |
System Application of Liquidated Damages | 0023 | --44 | $1,000.00 | $-44,000.00 |
System Application of Liquidated Damages | 0024 | --12 | $1,000.00 | $-12,000.00 | Subtotals For Liquidated Damages | $-194,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Smoothness Deduction | 0025 | $-6,194.13 | Subtotals For Contract Adjustments | $-6,194.13 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
23129(04) | 0003 | UNCLASSIFIED BORROW | * Material Discrepancy Adjustments | 0001 | -1,514.00 | $14.00 | $-21,196.00 |
23129(04) | 0003 | UNCLASSIFIED BORROW | * ROADWAY DENSITY | 0002 | 1,514.00 | $14.00 | $21,196.00 |
23129(04) | 0005 | TEMPORARY SILT FENCE | * Missing Material Certification | 0001 | -195.00 | $2.00 | $-390.00 |
23129(04) | 0005 | TEMPORARY SILT FENCE | * Missing Material Certification | 0003 | -240.00 | $2.00 | $-480.00 |
23129(04) | 0005 | TEMPORARY SILT FENCE | * Missing Material Certification | 0004 | -200.00 | $2.00 | $-400.00 |
23129(04) | 0005 | TEMPORARY SILT FENCE | * Missing Material Certification | 0005 | 635.00 | $2.00 | $1,270.00 |
23129(04) | 0005 | TEMPORARY SILT FENCE | * Missing Material Certification | 0017 | -132.00 | $2.00 | $-264.00 |
23129(04) | 0005 | TEMPORARY SILT FENCE | * Missing Material Certification | 0018 | -544.00 | $2.00 | $-1,088.00 |
23129(04) | 0006 | TEMPORARY SILT DIKE | * Missing Material Certification | 0001 | -30.00 | $8.00 | $-240.00 |
23129(04) | 0006 | TEMPORARY SILT DIKE | * Missing Material Certification | 0005 | 30.00 | $8.00 | $240.00 |
23129(04) | 0015 | SEPARATOR FABRIC | * Missing Material Certification | 0010 | -5,222.22 | $1.50 | $-7,833.33 |
23129(04) | 0015 | SEPARATOR FABRIC | * Missing Material Certification | 0013 | -1,083.34 | $1.50 | $-1,625.01 |
23129(04) | 0015 | SEPARATOR FABRIC | * Missing Material Certification | 0015 | 6,305.56 | $1.50 | $9,458.34 |
23129(04) | 0015 | SEPARATOR FABRIC | * Missing Material Certification | 0018 | -3,338.89 | $1.50 | $-5,008.34 |
23129(04) | 0015 | SEPARATOR FABRIC | * Missing Material Certification | 0019 | 3,338.89 | $1.50 | $5,008.34 |
23129(04) | 0018 | PRIME COAT | * Missing Material Certification | 0019 | -807.90 | $2.00 | $-1,615.80 |
23129(04) | 0019 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 31.31 | $-0.13 | $-4.31 |
23129(04) | 0019 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0014 | 0.00 | $0.00 | $-2,626.40 |
23129(04) | 0020 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 593.51 | $0.63 | $378.19 |
23129(04) | 0025 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Missing Material Certification | 0004 | -1,320.00 | $40.00 | $-52,800.00 |
23129(04) | 0025 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Missing Material Certification | 0005 | 1,320.00 | $40.00 | $52,800.00 |
23129(04) | 0025 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Missing Material Certification | 0020 | -184.00 | $40.00 | $-7,360.00 |
23129(04) | 0049 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0013 | 70.00 | $-30.00 | $-2,100.00 |
23129(04) | 0049 | CLASS AA CONCRETE | * PCCP Deduction as per Sec. 414 | 0016 | -289.00 | $600.00 | $-173,400.00 |
23129(04) | 0049 | CLASS AA CONCRETE | * PCCP Deduction as per Sec. 414 | 0025 | 289.00 | $600.00 | $173,400.00 |
23129(04) | 0059 | DRILLED SHAFTS 60" DIAMETER | * SUBSTANDARD ITEM | 0004 | -21.00 | $1,000.00 | $-21,000.00 |
23129(04) | 0059 | DRILLED SHAFTS 60" DIAMETER | * SUBSTANDARD ITEM | 0007 | 21.00 | $1,000.00 | $21,000.00 | Subtotals For Line Item Adjustments | $-14,680.32 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
No milestones exist for this contract. |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 110441 | Estimate Number: | 0027 | Primary JP: | 23129(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-153N(147) | Project: 23129(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 0.900 | $20,000.00 | $0.00 | $18,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 4,503.000 | 4,503.000 | 4,503.000 | $9.00 | $0.00 | $40,527.00 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 2,881.000 | 2,881.000 | 2,880.500 | $14.00 | $0.00 | $40,327.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,399.000 | 2,399.000 | 1,576.000 | $2.00 | $0.00 | $3,152.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 63.000 | 63.000 | 30.000 | $8.00 | $0.00 | $240.00 | |
0007 | (PL)TEMPORARY INLET SEDIMENT FILTER | 221(H) 0450 | EA | 1.000 | 1.000 | 1.000 | $50.00 | $0.00 | $50.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 15,553.000 | 15,553.000 | 9,635.840 | 9,635.840 | $1.75 | $16,862.72 | $16,862.72 |
0009 | SEEDING METHOD B | 232(B) 2814 | AC | 12.300 | 12.300 | 0.000 | $500.00 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 12.300 | 12.300 | 0.000 | $500.00 | $0.00 | $0.00 | |
0011 | MOWING | 241 2832 | AC | 24.600 | 24.600 | 0.000 | $65.00 | $0.00 | $0.00 | |
0012 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 2,176.000 | 2,176.000 | 2,202.880 | $48.00 | $0.00 | $105,738.24 | |
0013 | LIME | 307(D) 4230 | TON | 304.000 | 304.000 | 271.350 | $150.00 | $0.00 | $40,702.50 | |
0014 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 16,830.000 | 16,830.000 | 14,309.550 | $3.00 | $0.00 | $42,928.65 | |
0015 | SEPARATOR FABRIC | 325 5271 | SY | 14,801.000 | 14,801.000 | 14,798.530 | $1.50 | $0.00 | $22,197.81 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 2,298.000 | 2,298.000 | 2,838.540 | $26.00 | $0.00 | $73,802.04 | |
0017 | TACK COAT | 407(B) 0250 | GAL | 174.000 | 174.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0018 | PRIME COAT | 408 5774 | GAL | 5,346.000 | 5,346.000 | 0.000 | 807.900 | $2.00 | $0.00 | $1,615.80 |
0019 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 485.000 | 485.000 | 936.650 | $64.00 | $0.00 | $59,945.60 | |
0020 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,314.000 | 1,314.000 | 1,476.740 | $78.00 | $0.00 | $115,185.72 | |
0021 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 6,144.000 | 6,144.000 | 5,768.730 | $15.00 | $0.00 | $86,530.95 | |
0022 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 6,559.000 | 6,559.000 | 6,557.780 | $25.00 | $0.00 | $163,944.50 | |
0023 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 3,036.000 | 3,036.000 | 2,923.230 | $100.00 | $0.00 | $292,323.00 | |
0024 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(A) 4495 | LF | 660.000 | 660.000 | 656.000 | $90.00 | $0.00 | $59,040.00 | |
0025 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 188.000 | 188.000 | 1,420.000 | $40.00 | $0.00 | $56,800.00 | |
0026 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 63.000 | 63.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0027 | SPECIAL END SECTION OF 22" X 13" RCP ARCH | 613(O) 4800 | EA | 2.000 | 2.000 | 2.000 | $900.00 | $0.00 | $1,800.00 | |
0028 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 2.000 | 2.000 | 0.000 | $750.00 | $0.00 | $0.00 | |
0029 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0030 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 2,165.000 | 2,165.000 | 2,742.050 | $10.00 | $0.00 | $27,420.50 | |
0031 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 27.000 | 27.000 | 0.000 | 2,962.940 | $10.00 | $0.00 | $29,629.40 |
0032 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 10,095.000 | 10,095.000 | 9,430.210 | $10.00 | $0.00 | $94,302.10 | |
0033 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 2,552.000 | 2,552.000 | 2,552.000 | $3.50 | $0.00 | $8,932.00 | |
0034 | SAWING PAVEMENT | 619(C) 0924 | LF | 3,016.000 | 3,016.000 | 3,942.000 | $2.00 | $0.00 | $7,884.00 | |
0035 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 2,875.000 | 2,875.000 | 2,863.500 | $16.00 | $0.00 | $45,816.00 | |
0036 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 2.000 | 2.000 | 2.000 | $450.00 | $0.00 | $900.00 | |
0037 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,100.00 | $0.00 | $8,400.00 | |
0038 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 6.000 | 6.000 | 6.000 | $1,500.00 | $0.00 | $9,000.00 | |
0039 | FENCE-STYLE SWF (3 BARBED WIRE) | 624(C) 4457 | LF | 403.000 | 403.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $16,862.72 | $1,503,997.53 | ||||||||
Fed/State Project Number: BRFY-153N(147) | Project: 23129(04) | Category: 0200/BRIDGE 'A' | ||||||||
0040 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 122.000 | 122.000 | 122.000 | $20.00 | $0.00 | $2,440.00 | |
0041 | CLSM BACKFILL | 501(G) 6309 | CY | 162.000 | 162.000 | 162.000 | $100.00 | $0.00 | $16,200.00 | |
0042 | APPROACH SLAB | 504(A) 1304 | SY | 273.400 | 273.400 | 273.400 | $150.00 | $0.00 | $41,010.00 | |
0043 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,351.000 | 1,351.000 | 1,351.000 | $3.50 | $0.00 | $4,728.50 | |
0044 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 84.000 | 84.000 | 84.000 | $250.00 | $0.00 | $21,000.00 | |
0045 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 639.400 | 639.400 | 639.400 | $90.00 | $0.00 | $57,546.00 | |
0046 | STRUCTURAL STEEL | 506(A) 1322 | LB | 59,490.000 | 59,490.000 | 59,490.000 | $1.90 | $0.00 | $113,031.00 | |
0047 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
0048 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 3.000 | 3.000 | 3.000 | $2,500.00 | $0.00 | $7,500.00 | |
0049 | CLASS AA CONCRETE | 509(A) 1326 | CY | 289.000 | 289.000 | 289.000 | $600.00 | $0.00 | $173,400.00 | |
0050 | CLASS A CONCRETE | 509(B) 1328 | CY | 54.100 | 54.100 | 54.100 | $900.00 | $0.00 | $48,690.00 | |
0051 | CLASS C CONCRETE | 509(D) 1331 | CY | 32.500 | 32.500 | 33.860 | $400.00 | $0.00 | $13,544.00 | |
0052 | REINFORCING STEEL | 511(A) 1332 | LB | 380.000 | 380.000 | 380.000 | $1.00 | $0.00 | $380.00 | |
0053 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 106,450.000 | 106,450.000 | 106,450.000 | $1.00 | $0.00 | $106,450.00 | |
0054 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0055 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $1,200.00 | $0.00 | $1,200.00 | |
0056 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 208.000 | 208.000 | 258.750 | $30.00 | $0.00 | $7,762.50 | |
0057 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 208.000 | 208.000 | 247.350 | $60.00 | $0.00 | $14,841.00 | |
0058 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 691.000 | 691.000 | 691.000 | $4.00 | $0.00 | $2,764.00 | |
0059 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 41.000 | 41.000 | 44.000 | $1,000.00 | $0.00 | $44,000.00 | |
0060 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 164.000 | 164.000 | 164.000 | $4.00 | $0.00 | $656.00 | |
0061 | SEALER RESIN | 523(B) 6560 | GAL | 1.810 | 1.810 | 1.810 | $110.00 | $0.00 | $199.10 | |
0062 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 82.000 | 82.000 | 82.000 | $40.00 | $0.00 | $3,280.00 | |
0063 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 50.000 | 50.000 | 50.000 | $25.00 | $0.00 | $1,250.00 | |
0064 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $37,000.00 | $0.00 | $37,000.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $746,372.10 | ||||||||
Fed/State Project Number: BRFY-153N(147) | Project: 23129(04) | Category: 0201/BRIDGE 'B' | ||||||||
0065 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 122.000 | 122.000 | 122.000 | $20.00 | $0.00 | $2,440.00 | |
0066 | CLSM BACKFILL | 501(G) 6309 | CY | 162.000 | 162.000 | 162.000 | $100.00 | $0.00 | $16,200.00 | |
0067 | APPROACH SLAB | 504(A) 1304 | SY | 273.400 | 273.400 | 273.400 | $150.00 | $0.00 | $41,010.00 | |
0068 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,351.000 | 1,351.000 | 1,351.000 | $3.50 | $0.00 | $4,728.50 | |
0069 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 84.000 | 84.000 | 84.000 | $250.00 | $0.00 | $21,000.00 | |
0070 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 639.400 | 639.400 | 639.400 | $90.00 | $0.00 | $57,546.00 | |
0071 | STRUCTURAL STEEL | 506(A) 1322 | LB | 59,490.000 | 59,490.000 | 59,490.000 | $1.90 | $0.00 | $113,031.00 | |
0072 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
0073 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 3.000 | 3.000 | 3.000 | $2,500.00 | $0.00 | $7,500.00 | |
0074 | CLASS AA CONCRETE | 509(A) 1326 | CY | 289.000 | 289.000 | 289.000 | $600.00 | $0.00 | $173,400.00 | |
0075 | CLASS A CONCRETE | 509(B) 1328 | CY | 54.100 | 54.100 | 54.100 | $900.00 | $0.00 | $48,690.00 | |
0076 | CLASS C CONCRETE | 509(D) 1331 | CY | 32.500 | 32.500 | 35.220 | $400.00 | $0.00 | $14,088.00 | |
0077 | MSE RETAINING WALL | 510(D) 6341 | SY | 72.000 | 72.000 | 57.520 | $250.00 | $0.00 | $14,380.00 | |
0078 | REINFORCING STEEL | 511(A) 1332 | LB | 410.000 | 410.000 | 410.000 | $1.00 | $0.00 | $410.00 | |
0079 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 106,560.000 | 106,560.000 | 106,560.000 | $1.00 | $0.00 | $106,560.00 | |
0080 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0081 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $1,200.00 | $0.00 | $1,200.00 | |
0082 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 208.000 | 208.000 | 260.800 | $30.00 | $0.00 | $7,824.00 | |
0083 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 208.000 | 208.000 | 249.950 | $60.00 | $0.00 | $14,997.00 | |
0084 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 691.000 | 691.000 | 691.000 | $4.00 | $0.00 | $2,764.00 | |
0085 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 40.000 | 40.000 | 40.000 | $1,000.00 | $0.00 | $40,000.00 | |
0086 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 164.000 | 164.000 | 164.000 | $4.00 | $0.00 | $656.00 | |
0087 | SEALER RESIN | 523(B) 6560 | GAL | 1.810 | 1.810 | 1.810 | $110.00 | $0.00 | $199.10 | |
0088 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 82.000 | 82.000 | 82.000 | $40.00 | $0.00 | $3,280.00 | |
0089 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 50.000 | 50.000 | 50.000 | $25.00 | $0.00 | $1,250.00 | |
0090 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $37,000.00 | $0.00 | $37,000.00 | |
Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $757,653.60 | ||||||||
Fed/State Project Number: BRFY-153N(147) | Project: 23129(04) | Category: 0300/TRAFFIC | ||||||||
0091 | RUMBLE STRIP-METHOD HMA-CYC | 413(B) 4863 | LF | 16,000.000 | 16,000.000 | 5,309.000 | $0.35 | $0.00 | $1,858.15 | |
0092 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 7,200.000 | 7,200.000 | 18,928.400 | $1.65 | $0.00 | $31,231.86 | |
0093 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 120.000 | 120.000 | 187.000 | $5.50 | $0.00 | $1,028.50 | |
0094 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 120.000 | 120.000 | 0.000 | $28.00 | $0.00 | $0.00 | |
0095 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 1,000.000 | 1,000.000 | 700.000 | $35.00 | $0.00 | $24,500.00 | |
0096 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 1,000.000 | 1,000.000 | 737.500 | $10.00 | $0.00 | $7,375.00 | |
0097 | MODULAR GLARE SCREEN (TEMPORARY) | 878(B) 8487 | SD | 9,600.000 | 9,600.000 | 5,665.000 | $0.02 | $0.00 | $113.30 | |
0098 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
0099 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 240.000 | 240.000 | 8.000 | $35.00 | $0.00 | $280.00 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $116,386.81 | ||||||||
Fed/State Project Number: BRFY-153N(147) | Project: 23129(04) | Category: 0600/STAKING | ||||||||
0100 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $20,000.00 | ||||||||
Fed/State Project Number: BRFY-153N(147) | Project: 23129(04) | Category: 0640/CONSTRUCTION | ||||||||
0101 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $5,000.00 | $0.00 | $3,750.00 | |
0102 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 0.000 | $7,000.00 | $0.00 | $0.00 | |
0103 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $185,000.00 | $0.00 | $185,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $188,750.00 | ||||||||
Subtotals For Project BRFY-153N(147) /23129(04) | $16,862.72 | $3,333,160.04 |