Contract ID: | 100361 | Estimate Number: | 0031 | Contract No: | 610021 | |||
Residency: | CLINTON (05100) | Estimate Type: | Progressive | Account No: | 400500 | |||
Project Number(s): | BRFY-120C(086), BRFY-120C(089) | ||||||||||||
Primary Job Piece No: | 20804(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES SH-54: OVER DEER CREEK AND HORSE CREEK, 8.2 MILES AND 6.8 MILES NORTH OF THE I-40 JUNCTION. PROJECT LENGTH = 1.062 MILES. | ||||||||||||
Primary County: | CUSTER | ||||||||||||
Name of Road: | SH-54 | ||||||||||||
Prime Contractor: | SEWELL BROS., INC. | ||||||||||||
1220 E. MAIN | |||||||||||||
CORDELL , OK 73632 | |||||||||||||
Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
Date Let: | 05/20/2010 | NTP Effective Date: | 10/04/2010 | Pay Period: | 01/01/2014 TO 02/28/2014 |
Date Awarded: | 06/07/2010 | Date Work Began: | 10/04/2010 | Original Contract Time: | 300 |
Date Contract Executed: | 06/23/2010 | Date Time Stopped: | 09/19/2012 | Current Time Charged: | 717.00 |
Date NTP Issued: | 07/01/2010 | Completion Date: | 09/19/2012 | Current Time Allowed: | 723.00 |
General Liability Expires: | 07/01/2014 | Workman's Comp Expires: | 07/01/2014 | Percent Time Used: | 99.17 % |
Specification Year: | 1999 | Date Approved: | |||
Bid Amount: | $4,275,740.07 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $4,415,491.92 | Participating: | $4,415,491.94 | $4,410,008.71 | $5,483.23 | ||
Percent Complete: | 100 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $0.00 | Total Earnings: | $4,415,491.94 | $4,410,008.71 | $5,483.23 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $4,415,491.94 | $4,410,008.71 | $5,483.23 | ||||
Other Adjustments: | $-0.02 | $-114,175.23 | $114,175.21 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $4,415,491.92 | $4,295,833.48 | $119,658.44 |
Contract ID: | 100361 | Estimate Number: | 0031 | Primary JP: | 20804(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Earthwork Modificatons | Approved | 10/20/2011 | 5.0 | $20,093.41 |
002 | Final Quantity Change Order | Approved | 03/10/2014 | 0.0 | $119,658.44 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20804(04) | 0043 | Stockpiled Material Adjustment | 0013 | $-125,452.51 | |
20804(04) | 0043 | Stockpiled Material Initial Payment | 0001 | $125,452.51 | |
20804(04) | 0060 | Stockpiled Material Initial Payment | 0001 | $3,158.88 | |
20804(04) | 0060 | Stockpiled Material Adjustment | 0010 | $-3,158.88 | |
20804(04) | 0061 | Stockpiled Material Initial Payment | 0001 | $5,834.24 | |
20804(04) | 0061 | Stockpiled Material Adjustment | 0010 | $-5,834.24 | |
20805(04) | 0126 | Stockpiled Material Initial Payment | 0001 | $125,452.51 | |
20805(04) | 0126 | Stockpiled Material Adjustment | 0013 | $-125,452.51 | |
20805(04) | 0143 | Stockpiled Material Adjustment | 0013 | $-3,158.88 | |
20805(04) | 0143 | Stockpiled Material Initial Payment | 0001 | $3,158.88 | |
20805(04) | 0144 | Stockpiled Material Adjustment | 0013 | $-5,834.24 | |
20805(04) | 0144 | Stockpiled Material Initial Payment | 0001 | $5,834.24 | 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 |
Withhold to Funds Avail(Prog. Est. Only) | 0030 | $-121,778.60 |
Withhold to Funds Avail(Prog. Est. Only) | 0031 | $121,778.60 | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
20804(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * QAQC | 0018 | -2,460.00 | $1.00 | $-2,460.00 |
20804(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0018 | 1,136.52 | $2.32 | $2,643.26 |
20804(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0019 | 522.46 | $2.32 | $1,215.11 |
20804(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 591.00 | $2.32 | $1,374.52 |
20804(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0018 | -5,505.55 | $1.00 | $-5,505.55 |
20804(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 1,288.78 | $2.32 | $2,997.38 |
20804(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 1,073.72 | $2.32 | $2,497.20 |
20804(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0030 | 94.69 | $1.27 | $120.80 |
20804(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0031 | -2,120.14 | $1.00 | $-2,120.14 |
20804(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 1,570.59 | $2.65 | $4,174.63 |
20805(04) | 0106 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0019 | 1,152.00 | $2.32 | $2,679.26 |
20805(04) | 0106 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0030 | 0.84 | $1.27 | $1.07 |
20805(04) | 0107 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 0.00 | $0.00 | $-813.85 |
20805(04) | 0107 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 0.00 | $0.00 | $-3,798.24 |
20805(04) | 0107 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 576.18 | $2.32 | $1,340.05 |
20805(04) | 0107 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0019 | -1,376.20 | $1.00 | $-1,376.20 |
20805(04) | 0107 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0030 | 1,566.35 | $1.27 | $1,998.27 |
20805(04) | 0108 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0019 | 891.19 | $2.65 | $2,368.78 |
20805(04) | 0109 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 0.00 | $0.00 | $-1,853.12 |
20804(04) | 9001 | DEDUCTION FOR FAILING MATERIAL | * QAQC | 0031 | 9,341.75 | $1.00 | $9,341.75 |
20804(04) | 9002 | ASPHALT BINDER PRICE ADJUSTMENT | * Rounding Error Correction | 0031 | -0.02 | $1.00 | $-0.02 |
20804(04) | 9002 | ASPHALT BINDER PRICE ADJUSTMENT | * Asphalt Binder Adjustment | 0031 | -14,824.98 | $1.00 | $-14,824.98 | Subtotals For Line Item Adjustments | $-0.02 | * = 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: | 100361 | Estimate Number: | 0031 | Primary JP: | 20804(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-120C(086) | Project: 20804(04) | Category: 0100/ROADWAY - BRFY-120C(086) | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 26,734.000 | 32,751.200 | 32,751.200 | $3.50 | $0.00 | $114,629.20 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 9,857.250 | 18,523.500 | 0.000 | 18,523.500 | $3.50 | $0.00 | $64,832.26 |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0005 | OBLITERATING ABANDONED ROAD | 210 0121 | STA | 38.790 | 27.480 | 27.480 | $257.00 | $0.00 | $7,062.36 | |
0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,600.000 | 1,460.000 | 1,460.000 | $1.10 | $0.00 | $1,606.00 | |
0007 | TEMPORARY SILT DIKE | 227 0100 | LF | 594.000 | 351.000 | 351.000 | $6.25 | $0.00 | $2,193.75 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 34,000.000 | 55,116.380 | 55,116.380 | $1.13 | $0.00 | $62,281.51 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 4.600 | 0.000 | 0.000 | $340.00 | $0.00 | $0.00 | |
0010 | (PL)ROCK FILTER DAM, TYPE 3 | 235(C) 0102 | CY | 48.000 | 0.000 | 0.000 | $80.00 | $0.00 | $0.00 | |
0011 | (PL)ROCK FILTER DAM, TYPE 4 | 235(D) 0103 | CY | 42.000 | 0.000 | 0.000 | $80.00 | $0.00 | $0.00 | |
0012 | MOWING | 241 2832 | AC | 17.200 | 0.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0013 | (SP)FLY ASH | 327(A) 4200 | TON | 506.000 | 732.140 | 732.140 | $60.00 | $0.00 | $43,928.40 | |
0014 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 20,563.000 | 17,925.000 | 17,925.000 | $1.25 | $0.00 | $22,406.25 | |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 186.200 | 305.430 | 305.430 | $23.50 | $0.00 | $7,177.61 | |
0016 | TACK COAT | 407 0250 | GAL | 2,670.500 | 2,300.000 | 2,300.000 | $3.15 | $0.00 | $7,245.00 | |
0017 | PRIME COAT | 408 5774 | GAL | 4,112.000 | 0.000 | 0.000 | $4.20 | $0.00 | $0.00 | |
0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 1,613.400 | 2,249.980 | 2,249.980 | $82.00 | $0.00 | $184,498.36 | |
0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 7,588.100 | 4,780.330 | 0.000 | 4,780.330 | $74.50 | $0.00 | $356,134.59 |
0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 1,075.600 | 1,570.590 | 1,570.590 | $84.00 | $0.00 | $131,929.56 | |
0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,107.100 | 0.000 | 0.000 | $76.00 | $0.00 | $0.00 | |
0022 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 20.000 | 13.310 | 13.310 | $10.00 | $0.00 | $133.10 | |
0023 | CLASS A CONCRETE | 509(B) 0321 | CY | 80.000 | 68.670 | 68.670 | $300.00 | $0.00 | $20,601.00 | |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 230.000 | 241.700 | 241.700 | $200.00 | $0.00 | $48,340.00 | |
0025 | REINFORCING STEEL | 511(A) 0332 | LB | 7,345.000 | 8,972.030 | 8,972.030 | $0.80 | $0.00 | $7,177.62 | |
0026 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 92.000 | 122.080 | 122.080 | $33.00 | $0.00 | $4,028.64 | |
0027 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 32.000 | 52.310 | 52.310 | $26.00 | $0.00 | $1,360.06 | |
0028 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 2.000 | 2.000 | 2.000 | $1,100.00 | $0.00 | $2,200.00 | |
0029 | TYPE C4 CULVERT END TREATMENT | 613(CC) 7188 | EA | 2.000 | 2.000 | 2.000 | $1,300.00 | $0.00 | $2,600.00 | |
0030 | TYPE AA4 CULVERT END TREATMENT | 613(CC) 7191 | EA | 2.000 | 2.000 | 2.000 | $1,150.00 | $0.00 | $2,300.00 | |
0031 | TYPE BB4 CULVERT END TREATMENT | 613(CC) 7192 | EA | 2.000 | 2.000 | 2.000 | $1,200.00 | $0.00 | $2,400.00 | |
0032 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 148.000 | 164.000 | 164.000 | $18.50 | $0.00 | $3,034.00 | |
0033 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 174.000 | 173.580 | 173.580 | $24.50 | $0.00 | $4,252.71 | |
0034 | 30" CORR. GALV. STEEL PIPE | 613(D) 0691 | LF | 61.000 | 61.340 | 61.340 | $30.50 | $0.00 | $1,870.87 | |
0035 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 0.000 | 0.000 | $15,000.00 | $0.00 | $0.00 | |
0036 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 565.000 | 565.000 | 565.000 | $1.00 | $0.00 | $565.00 | |
0037 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 500.000 | 500.000 | 500.000 | $15.00 | $0.00 | $7,500.00 | |
0038 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 4.000 | 4.000 | $1,340.00 | $0.00 | $5,360.00 | |
0039 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,150.00 | $0.00 | $8,600.00 | |
0040 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 7,923.000 | 7,095.000 | 7,095.000 | $3.13 | $0.00 | $22,207.35 | |
9000 | EARTHWORK | 202(G) 0185 | LSUM | 0.000 | 1.000 | 1.000 | $20,093.41 | $0.00 | $20,093.41 | |
9001 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-9,341.75 | $-9,341.75 | $-9,341.75 |
9002 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $14,824.98 | $14,824.98 | $14,824.98 |
Subtotals For Category 0100/ROADWAY - BRFY-120C(086) | $5,483.23 | $1,191,031.84 | ||||||||
Fed/State Project Number: BRFY-120C(086) | Project: 20804(04) | Category: 0200/BRIDGE 'B' - BRFY-120C(086) | ||||||||
0041 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $5.00 | $0.00 | $450.00 | |
0042 | CLSM BACKFILL | 501(G) 6309 | CY | 180.000 | 180.000 | 180.000 | $100.00 | $0.00 | $18,000.00 | |
0043 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 997.000 | 997.000 | 997.000 | $167.00 | $0.00 | $166,499.00 | |
0044 | APPROACH SLAB | 504(A) 1304 | SY | 225.000 | 225.000 | 225.000 | $120.00 | $0.00 | $27,000.00 | |
0045 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 597.000 | 597.000 | 597.000 | $60.00 | $0.00 | $35,820.00 | |
0046 | STRUCTURAL STEEL | 506(A) 1322 | LB | 3,150.000 | 3,150.000 | 3,150.000 | $2.50 | $0.00 | $7,875.00 | |
0047 | CLASS AA CONCRETE | 509(A) 1326 | CY | 339.000 | 339.000 | 339.000 | $370.00 | $0.00 | $125,430.00 | |
0048 | CLASS A CONCRETE | 509(B) 1328 | CY | 152.000 | 152.000 | 152.000 | $370.00 | $0.00 | $56,240.00 | |
0049 | CLASS C CONCRETE | 509(D) 1331 | CY | 30.000 | 0.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0050 | REINFORCING STEEL | 511(A) 1332 | LB | 1,262.000 | 1,262.000 | 1,262.000 | $0.90 | $0.00 | $1,135.80 | |
0051 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 102,144.000 | 102,144.000 | 102,144.000 | $0.90 | $0.00 | $91,929.60 | |
0052 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 825.000 | 826.310 | 826.310 | $19.00 | $0.00 | $15,699.89 | |
0053 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 825.000 | 801.830 | 801.830 | $9.00 | $0.00 | $7,216.47 | |
0054 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 17.000 | 17.000 | 17.000 | $400.00 | $0.00 | $6,800.00 | |
0055 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,108.000 | 1,108.000 | 1,108.000 | $3.00 | $0.00 | $3,324.00 | |
0056 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 140.000 | 140.000 | 140.000 | $500.00 | $0.00 | $70,000.00 | |
0057 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0058 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 0.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0059 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 8.000 | $310.00 | $0.00 | $2,480.00 | |
0060 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 16.000 | $600.00 | $0.00 | $9,600.00 | |
0061 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 16.000 | 16.000 | 16.000 | $600.00 | $0.00 | $9,600.00 | |
0062 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 563.000 | 4,088.170 | 4,088.170 | $33.00 | $0.00 | $134,909.61 | |
0063 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 432.000 | 1,055.260 | 1,055.260 | $26.00 | $0.00 | $27,436.76 | |
0064 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 84.000 | $24.00 | $0.00 | $2,016.00 | |
0065 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 77.000 | 70.000 | 70.000 | $24.00 | $0.00 | $1,680.00 | |
0066 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
Subtotals For Category 0200/BRIDGE 'B' - BRFY-120C(086) | $0.00 | $851,142.13 | ||||||||
Fed/State Project Number: BRFY-120C(086) | Project: 20804(04) | Category: 0300/TRAFFIC - BRFY-120C(086) | ||||||||
0067 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 3,884.000 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0068 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 3,884.000 | 2,500.000 | 2,500.000 | $22.00 | $0.00 | $55,000.00 | |
0069 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 115.000 | 73.180 | 73.180 | $8.40 | $0.00 | $614.71 | |
0070 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 150.000 | 63.000 | 63.000 | $9.60 | $0.00 | $604.80 | |
0071 | (PL)4" RECESSED THERMOPLASTIC STRIPING | 855(A) 8820 | LF | 15,600.000 | 11,612.000 | 11,612.000 | $0.72 | $0.00 | $8,360.64 | |
0072 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 17,800.000 | 9,400.000 | 9,400.000 | $0.12 | $0.00 | $1,128.00 | |
0073 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 890.000 | 267.000 | 267.000 | $0.55 | $0.00 | $146.85 | |
0074 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,500.000 | 1,500.000 | 1,500.000 | $0.27 | $0.00 | $405.00 | |
0075 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,500.000 | 1,906.000 | 1,906.000 | $0.04 | $0.00 | $76.24 | |
0076 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 5,040.000 | 3,221.000 | 3,221.000 | $0.04 | $0.00 | $128.84 | |
0077 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,520.000 | 1,894.000 | 1,894.000 | $2.53 | $0.00 | $4,791.82 | |
0078 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,520.000 | 1,190.000 | 1,190.000 | $0.04 | $0.00 | $47.60 | |
0079 | WING BARRICADES | 880(C) 8848 | SD | 420.000 | 750.000 | 750.000 | $0.04 | $0.00 | $30.00 | |
0080 | VERTICAL PANELS | 880(D) 8854 | SD | 15,000.000 | 14,796.000 | 14,796.000 | $0.04 | $0.00 | $591.84 | |
0081 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 6,510.000 | 4,634.000 | 4,634.000 | $0.37 | $0.00 | $1,714.58 | |
0082 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 3,150.000 | 14,796.000 | 14,796.000 | $0.63 | $0.00 | $9,321.48 | |
0083 | DRUMS | 880(F) 8878 | SD | 3,150.000 | 3,260.000 | 3,260.000 | $0.32 | $0.00 | $1,043.20 | |
0084 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 210.000 | 0.000 | 0.000 | $2.10 | $0.00 | $0.00 | |
0085 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 2.000 | 2.000 | 2.000 | $65.00 | $0.00 | $130.00 | |
0086 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 4.000 | 2.000 | 2.000 | $10.00 | $0.00 | $20.00 | |
Subtotals For Category 0300/TRAFFIC - BRFY-120C(086) | $0.00 | $84,155.60 | ||||||||
Fed/State Project Number: BRFY-120C(086) | Project: 20804(04) | Category: 0600/STAKING - BRFY-120C(086) | ||||||||
0087 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $17,000.00 | $0.00 | $17,000.00 | |
Subtotals For Category 0600/STAKING - BRFY-120C(086) | $0.00 | $17,000.00 | ||||||||
Fed/State Project Number: BRFY-120C(086) | Project: 20804(04) | Category: 0640/CONSTRUCTION - BRFY-120C(086) | ||||||||
0088 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $400.00 | $0.00 | $400.00 | |
0089 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $125,000.00 | $0.00 | $125,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - BRFY-120C(086) | $0.00 | $125,400.00 | ||||||||
Subtotals For Project BRFY-120C(086) /20804(04) | $5,483.23 | $2,268,729.57 |
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-120C(089) | Project: 20805(04) | Category: 0100/ROADWAY - BRFY-120C(089) | ||||||||
0090 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0091 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 22,572.000 | 57,626.800 | 57,626.800 | $3.50 | $0.00 | $201,693.80 | |
0092 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 31,628.000 | 30,158.100 | 30,158.100 | $3.50 | $0.00 | $105,553.35 | |
0093 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $8,500.00 | $0.00 | $8,500.00 | |
0094 | OBLITERATING ABANDONED ROAD | 210 0121 | STA | 29.700 | 29.670 | 29.670 | $257.00 | $0.00 | $7,625.19 | |
0095 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,600.000 | 1,164.000 | 1,164.000 | $1.10 | $0.00 | $1,280.40 | |
0096 | TEMPORARY SILT DIKE | 227 0100 | LF | 594.000 | 727.000 | 727.000 | $6.25 | $0.00 | $4,543.75 | |
0097 | SOLID SLAB SODDING | 230(A) 2806 | SY | 24,000.000 | 59,507.600 | 59,507.600 | $1.13 | $0.00 | $67,243.59 | |
0098 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 5.000 | 6.000 | 6.000 | $340.00 | $0.00 | $2,040.00 | |
0099 | (PL)ROCK FILTER DAM, TYPE 1 | 235(A) 0100 | CY | 90.000 | 0.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
0100 | MOWING | 241 2832 | AC | 10.000 | 0.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0101 | (SP)FLY ASH | 327(A) 4200 | TON | 202.000 | 326.740 | 326.740 | $60.00 | $0.00 | $19,604.40 | |
0102 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 8,676.000 | 7,155.000 | 7,155.000 | $1.50 | $0.00 | $10,732.50 | |
0103 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 95.000 | 77.480 | 77.480 | $23.50 | $0.00 | $1,820.79 | |
0104 | TACK COAT | 407 0250 | GAL | 1,912.000 | 1,360.000 | 1,360.000 | $3.15 | $0.00 | $4,284.00 | |
0105 | PRIME COAT | 408 5774 | GAL | 4,197.240 | 0.000 | 0.000 | $4.20 | $0.00 | $0.00 | |
0106 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 643.000 | 1,152.840 | 1,152.840 | $82.00 | $0.00 | $94,532.88 | |
0107 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 5,964.000 | 4,862.240 | 4,862.240 | $74.50 | $0.00 | $362,236.89 | |
0108 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 429.000 | 891.190 | 891.190 | $84.00 | $0.00 | $74,859.96 | |
0109 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,450.000 | 956.200 | 956.200 | $76.00 | $0.00 | $72,671.20 | |
0110 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 7.000 | 7.610 | 7.610 | $10.00 | $0.00 | $76.10 | |
0111 | CLASS A CONCRETE | 509(B) 0321 | CY | 38.000 | 42.530 | 42.530 | $300.00 | $0.00 | $12,759.00 | |
0112 | CLASS C CONCRETE | 509(D) 0325 | CY | 345.000 | 325.570 | 325.570 | $200.00 | $0.00 | $65,114.00 | |
0113 | REINFORCING STEEL | 511(A) 0332 | LB | 4,955.000 | 5,350.500 | 0.000 | 5,350.500 | $0.80 | $0.00 | $4,280.40 |
0114 | TYPE C4 CULVERT END TREATMENT | 613(CC) 7188 | EA | 2.000 | 2.000 | 2.000 | $1,300.00 | $0.00 | $2,600.00 | |
0115 | 30" CORR. GALV. STEEL PIPE | 613(D) 0691 | LF | 57.000 | 57.000 | 57.000 | $30.50 | $0.00 | $1,738.50 | |
0116 | 120" CORR. GALV. STEEL PIPE | 613(D) 4761 | LF | 290.000 | 290.000 | 290.000 | $330.00 | $0.00 | $95,700.00 | |
0117 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0118 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 6,350.000 | 3,813.330 | 3,813.330 | $3.00 | $0.00 | $11,439.99 | |
0119 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 565.000 | 764.000 | 764.000 | $1.00 | $0.00 | $764.00 | |
0120 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 800.000 | 800.000 | 800.000 | $15.00 | $0.00 | $12,000.00 | |
0121 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 4.000 | 4.000 | $1,340.00 | $0.00 | $5,360.00 | |
0122 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,150.00 | $0.00 | $8,600.00 | |
0123 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 3,526.000 | 4,320.000 | 4,320.000 | $3.13 | $0.00 | $13,521.60 | |
Subtotals For Category 0100/ROADWAY - BRFY-120C(089) | $0.00 | $1,293,176.29 | ||||||||
Fed/State Project Number: BRFY-120C(089) | Project: 20805(04) | Category: 0200/BRIDGE 'A' - BRFY-120C(089) | ||||||||
0124 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $5.00 | $0.00 | $450.00 | |
0125 | CLSM BACKFILL | 501(G) 6309 | CY | 180.000 | 180.000 | 0.000 | 180.000 | $100.00 | $0.00 | $18,000.00 |
0126 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 997.000 | 997.000 | 997.000 | $167.00 | $0.00 | $166,499.00 | |
0127 | APPROACH SLAB | 504(A) 1304 | SY | 225.000 | 225.000 | 225.000 | $120.00 | $0.00 | $27,000.00 | |
0128 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 597.000 | 597.000 | 597.000 | $60.00 | $0.00 | $35,820.00 | |
0129 | STRUCTURAL STEEL | 506(A) 1322 | LB | 3,150.000 | 3,150.000 | 3,150.000 | $2.50 | $0.00 | $7,875.00 | |
0130 | CLASS AA CONCRETE | 509(A) 1326 | CY | 339.000 | 339.000 | 339.000 | $370.00 | $0.00 | $125,430.00 | |
0131 | CLASS A CONCRETE | 509(B) 1328 | CY | 160.000 | 160.000 | 160.000 | $370.00 | $0.00 | $59,200.00 | |
0132 | CLASS C CONCRETE | 509(D) 1331 | CY | 30.000 | 0.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0133 | REINFORCING STEEL | 511(A) 1332 | LB | 1,531.000 | 1,531.000 | 1,531.000 | $0.90 | $0.00 | $1,377.90 | |
0134 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 106,371.000 | 106,371.000 | 106,371.000 | $0.90 | $0.00 | $95,733.90 | |
0135 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 822.000 | 822.000 | 822.000 | $19.00 | $0.00 | $15,618.00 | |
0136 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 822.000 | 731.990 | 731.990 | $9.00 | $0.00 | $6,587.91 | |
0137 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 17.000 | 17.000 | 17.000 | $400.00 | $0.00 | $6,800.00 | |
0138 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,108.000 | 1,108.000 | 1,108.000 | $3.00 | $0.00 | $3,324.00 | |
0139 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 134.000 | 134.000 | 134.000 | $500.00 | $0.00 | $67,000.00 | |
0140 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0141 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 0.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0142 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 8.000 | $310.00 | $0.00 | $2,480.00 | |
0143 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 16.000 | $600.00 | $0.00 | $9,600.00 | |
0144 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 16.000 | 16.000 | 16.000 | $600.00 | $0.00 | $9,600.00 | |
0145 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 490.000 | 3,633.570 | 3,633.570 | $33.00 | $0.00 | $119,907.81 | |
0146 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 376.000 | 972.330 | 972.330 | $26.00 | $0.00 | $25,280.58 | |
0147 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 84.000 | $24.00 | $0.00 | $2,016.00 | |
0148 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 50.000 | 50.000 | 0.000 | 50.000 | $24.00 | $0.00 | $1,200.00 |
0149 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
Subtotals For Category 0200/BRIDGE 'A' - BRFY-120C(089) | $0.00 | $836,800.10 | ||||||||
Fed/State Project Number: BRFY-120C(089) | Project: 20805(04) | Category: 0300/TRAFFIC - BRFY-120C(089) | ||||||||
0150 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 115.000 | 42.360 | 42.360 | $10.00 | $0.00 | $423.60 | |
0151 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 150.000 | 36.000 | 36.000 | $10.00 | $0.00 | $360.00 | |
0152 | (PL)4" RECESSED THERMOPLASTIC STRIPING | 855(A) 8820 | LF | 11,600.000 | 7,170.000 | 7,170.000 | $0.75 | $0.00 | $5,377.50 | |
0153 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 12,000.000 | 10,612.000 | 10,612.000 | $0.20 | $0.00 | $2,122.40 | |
0154 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 600.000 | 136.000 | 136.000 | $1.10 | $0.00 | $149.60 | |
0155 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 5,600.000 | 1,140.000 | 1,140.000 | $0.30 | $0.00 | $342.00 | |
0156 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 5,100.000 | 1,906.000 | 1,906.000 | $0.04 | $0.00 | $76.24 | |
0157 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 5,040.000 | 3,221.000 | 3,221.000 | $0.04 | $0.00 | $128.84 | |
0158 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,520.000 | 1,894.000 | 1,894.000 | $0.04 | $0.00 | $75.76 | |
0159 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,520.000 | 1,226.000 | 1,226.000 | $0.04 | $0.00 | $49.04 | |
0160 | WING BARRICADES | 880(C) 8848 | SD | 420.000 | 750.000 | 750.000 | $0.04 | $0.00 | $30.00 | |
0161 | VERTICAL PANELS | 880(D) 8854 | SD | 15,000.000 | 14,796.000 | 14,796.000 | $0.04 | $0.00 | $591.84 | |
0162 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 6,510.000 | 4,634.000 | 4,634.000 | $0.04 | $0.00 | $185.36 | |
0163 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 5,460.000 | 14,796.000 | 14,796.000 | $0.40 | $0.00 | $5,918.40 | |
0164 | DRUMS | 880(F) 8878 | SD | 5,460.000 | 3,260.000 | 3,260.000 | $0.04 | $0.00 | $130.40 | |
0165 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 210.000 | 0.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
0166 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 4.000 | 0.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0167 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 5.000 | 5.000 | 5.000 | $165.00 | $0.00 | $825.00 | |
Subtotals For Category 0300/TRAFFIC - BRFY-120C(089) | $0.00 | $16,785.98 | ||||||||
Subtotals For Project BRFY-120C(089) /20805(04) | $0.00 | $2,146,762.37 |