Contract ID: | 100361 | Estimate Number: | 0022 | 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: | 08/01/2011 TO 08/01/2011 |
Date Awarded: | 06/07/2010 | Date Work Began: | 10/04/2010 | Original Contract Time: | 300 |
Date Contract Executed: | 06/23/2010 | Date Time Stopped: | Current Time Charged: | 302.00 | |
Date NTP Issued: | 07/01/2010 | Completion Date: | Current Time Allowed: | 333.00 | |
General Liability Expires: | 07/01/2012 | Workman's Comp Expires: | 07/01/2012 | Percent Time Used: | 90.69 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $4,275,740.07 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $4,275,740.07 | Participating: | $3,729,776.55 | $3,698,710.34 | $31,066.21 | ||
Percent Complete: | 87.36 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $540,480.29 | Total Earnings: | $3,729,776.55 | $3,698,710.34 | $31,066.21 | ||
Unearned Balance: | $540,480.29 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $3,729,776.55 | $3,698,710.34 | $31,066.21 | ||||
Other Adjustments: | $5,483.23 | $5,483.23 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $3,735,259.78 | $3,704,193.57 | $31,066.21 |
Contract ID: | 100361 | Estimate Number: | 0022 | Primary JP: | 20804(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 |
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. |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
No general contract adjustments have been created on this contract. | 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) | Asphalt Binder Adjustment | 0018 | 1,136.52 | $2.32 | $2,643.26 |
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 | 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) | 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) | 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) | 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 | Subtotals For Line Item Adjustments | $5,483.23 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 100361 | Estimate Number: | 0022 | 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 | 26,734.000 | 0.000 | 14,320.000 | $3.50 | $0.00 | $50,120.00 |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 9,857.250 | 9,857.250 | 0.000 | 12,757.250 | $3.50 | $0.00 | $44,650.38 |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 |
0005 | OBLITERATING ABANDONED ROAD | 210 0121 | STA | 38.790 | 38.790 | 27.480 | $257.00 | $0.00 | $7,062.36 | |
0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,600.000 | 3,600.000 | 0.000 | 1,454.000 | $1.10 | $0.00 | $1,599.40 |
0007 | TEMPORARY SILT DIKE | 227 0100 | LF | 594.000 | 594.000 | 0.000 | 336.000 | $6.25 | $0.00 | $2,100.00 |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 34,000.000 | 34,000.000 | 0.000 | $1.13 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 4.600 | 4.600 | 0.000 | $340.00 | $0.00 | $0.00 | |
0010 | (PL)ROCK FILTER DAM, TYPE 3 | 235(C) 0102 | CY | 48.000 | 48.000 | 0.000 | $80.00 | $0.00 | $0.00 | |
0011 | (PL)ROCK FILTER DAM, TYPE 4 | 235(D) 0103 | CY | 42.000 | 42.000 | 0.000 | $80.00 | $0.00 | $0.00 | |
0012 | MOWING | 241 2832 | AC | 17.200 | 17.200 | 0.000 | $60.00 | $0.00 | $0.00 | |
0013 | (SP)FLY ASH | 327(A) 4200 | TON | 506.000 | 506.000 | 0.000 | 556.320 | $60.00 | $0.00 | $33,379.20 |
0014 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 20,563.000 | 20,563.000 | 0.000 | 19,975.260 | $1.25 | $0.00 | $24,969.08 |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 186.200 | 186.200 | 0.000 | 48.890 | $23.50 | $0.00 | $1,148.92 |
0016 | TACK COAT | 407 0250 | GAL | 2,670.500 | 2,670.500 | 0.000 | 2,150.000 | $3.15 | $0.00 | $6,772.50 |
0017 | PRIME COAT | 408 5774 | GAL | 4,112.000 | 4,112.000 | 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 | 1,613.400 | 0.000 | 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 | 7,588.100 | 4,685.640 | $74.50 | $0.00 | $349,080.18 | |
0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 1,075.600 | 1,075.600 | 0.000 | 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 | 1,107.100 | 0.000 | $76.00 | $0.00 | $0.00 | |
0022 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 20.000 | 20.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0023 | CLASS A CONCRETE | 509(B) 0321 | CY | 80.000 | 80.000 | 0.000 | 80.000 | $300.00 | $0.00 | $24,000.00 |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 230.000 | 230.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
0025 | REINFORCING STEEL | 511(A) 0332 | LB | 7,345.000 | 7,345.000 | 0.000 | 7,345.000 | $0.80 | $0.00 | $5,876.00 |
0026 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 92.000 | 92.000 | 0.000 | 92.000 | $33.00 | $0.00 | $3,036.00 |
0027 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 32.000 | 32.000 | 0.000 | 32.000 | $26.00 | $0.00 | $832.00 |
0028 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 2.000 | 2.000 | 0.000 | $1,100.00 | $0.00 | $0.00 | |
0029 | TYPE C4 CULVERT END TREATMENT | 613(CC) 7188 | EA | 2.000 | 2.000 | 0.000 | $1,300.00 | $0.00 | $0.00 | |
0030 | TYPE AA4 CULVERT END TREATMENT | 613(CC) 7191 | EA | 2.000 | 2.000 | 0.000 | $1,150.00 | $0.00 | $0.00 | |
0031 | TYPE BB4 CULVERT END TREATMENT | 613(CC) 7192 | EA | 2.000 | 2.000 | 0.000 | $1,200.00 | $0.00 | $0.00 | |
0032 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 148.000 | 148.000 | 0.000 | 164.000 | $18.50 | $0.00 | $3,034.00 |
0033 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 174.000 | 174.000 | 0.000 | 120.000 | $24.50 | $0.00 | $2,940.00 |
0034 | 30" CORR. GALV. STEEL PIPE | 613(D) 0691 | LF | 61.000 | 61.000 | 0.000 | 61.000 | $30.50 | $0.00 | $1,860.50 |
0035 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 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 | 7,923.000 | 0.000 | 1,608.000 | $3.13 | $0.00 | $5,033.04 |
Subtotals For Category 0100/ROADWAY - BRFY-120C(086) | $0.00 | $920,946.48 | ||||||||
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 | 0.000 | 180.000 | $100.00 | $0.00 | $18,000.00 |
0043 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 997.000 | 997.000 | 0.000 | 997.000 | $167.00 | $0.00 | $166,499.00 |
0044 | APPROACH SLAB | 504(A) 1304 | SY | 225.000 | 225.000 | 0.000 | 225.000 | $120.00 | $0.00 | $27,000.00 |
0045 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 597.000 | 597.000 | 0.000 | 597.000 | $60.00 | $0.00 | $35,820.00 |
0046 | STRUCTURAL STEEL | 506(A) 1322 | LB | 3,150.000 | 3,150.000 | 0.000 | 3,150.000 | $2.50 | $0.00 | $7,875.00 |
0047 | CLASS AA CONCRETE | 509(A) 1326 | CY | 339.000 | 339.000 | 0.000 | 339.000 | $370.00 | $0.00 | $125,430.00 |
0048 | CLASS A CONCRETE | 509(B) 1328 | CY | 152.000 | 152.000 | 0.000 | 152.000 | $370.00 | $0.00 | $56,240.00 |
0049 | CLASS C CONCRETE | 509(D) 1331 | CY | 30.000 | 30.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0050 | REINFORCING STEEL | 511(A) 1332 | LB | 1,262.000 | 1,262.000 | 0.000 | 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 | 0.000 | 102,144.000 | $0.90 | $0.00 | $91,929.60 |
0052 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 825.000 | 825.000 | 825.000 | $19.00 | $0.00 | $15,675.00 | |
0053 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 825.000 | 825.000 | 0.000 | 801.330 | $9.00 | $0.00 | $7,211.97 |
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 | 0.000 | 1,108.000 | $3.00 | $0.00 | $3,324.00 |
0056 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 140.000 | 140.000 | 0.000 | 140.000 | $500.00 | $0.00 | $70,000.00 |
0057 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 163.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0058 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 1.800 | 0.000 | $100.00 | $0.00 | $0.00 | |
0059 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 0.000 | 8.000 | $310.00 | $0.00 | $2,480.00 |
0060 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 0.000 | 16.000 | $600.00 | $0.00 | $9,600.00 |
0061 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 16.000 | 16.000 | 0.000 | 16.000 | $600.00 | $0.00 | $9,600.00 |
0062 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 563.000 | 563.000 | 0.000 | 3,057.780 | $33.00 | $0.00 | $100,906.74 |
0063 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 432.000 | 432.000 | 0.000 | 803.940 | $26.00 | $0.00 | $20,902.44 |
0064 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 0.000 | 79.000 | $24.00 | $0.00 | $1,896.00 |
0065 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 77.000 | 77.000 | 0.000 | 70.000 | $24.00 | $0.00 | $1,680.00 |
0066 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.500 | $30,000.00 | $0.00 | $15,000.00 | |
Subtotals For Category 0200/BRIDGE 'B' - BRFY-120C(086) | $0.00 | $795,455.55 | ||||||||
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 | 3,884.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0068 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 3,884.000 | 3,884.000 | 2,500.000 | $22.00 | $0.00 | $55,000.00 | |
0069 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 115.000 | 115.000 | 45.880 | $8.40 | $0.00 | $385.39 | |
0070 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 150.000 | 150.000 | 75.000 | $9.60 | $0.00 | $720.00 | |
0071 | (PL)4" RECESSED THERMOPLASTIC STRIPING | 855(A) 8820 | LF | 15,600.000 | 15,600.000 | 0.000 | $0.72 | $0.00 | $0.00 | |
0072 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 17,800.000 | 17,800.000 | 8,722.000 | $0.12 | $0.00 | $1,046.64 | |
0073 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 890.000 | 890.000 | 267.000 | $0.55 | $0.00 | $146.85 | |
0074 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,500.000 | 2,500.000 | 1,470.000 | $0.27 | $0.00 | $396.90 | |
0075 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,500.000 | 3,500.000 | 1,666.000 | $0.04 | $0.00 | $66.64 | |
0076 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 5,040.000 | 5,040.000 | 2,823.500 | $0.04 | $0.00 | $112.94 | |
0077 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,520.000 | 2,520.000 | 1,671.500 | $2.53 | $0.00 | $4,228.90 | |
0078 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,520.000 | 2,520.000 | 146.000 | $0.04 | $0.00 | $5.84 | |
0079 | WING BARRICADES | 880(C) 8848 | SD | 420.000 | 420.000 | 636.000 | $0.04 | $0.00 | $25.44 | |
0080 | VERTICAL PANELS | 880(D) 8854 | SD | 15,000.000 | 15,000.000 | 3,129.000 | $0.04 | $0.00 | $125.16 | |
0081 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 6,510.000 | 6,510.000 | 4,107.500 | $0.37 | $0.00 | $1,519.78 | |
0082 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 3,150.000 | 3,150.000 | 2,223.000 | $0.63 | $0.00 | $1,400.49 | |
0083 | DRUMS | 880(F) 8878 | SD | 3,150.000 | 3,150.000 | 2,677.000 | $0.32 | $0.00 | $856.64 | |
0084 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 210.000 | 210.000 | 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 | 4.000 | 4.000 | $10.00 | $0.00 | $40.00 | |
Subtotals For Category 0300/TRAFFIC - BRFY-120C(086) | $0.00 | $66,207.61 | ||||||||
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 | 0.500 | $400.00 | $0.00 | $200.00 | |
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 | $125,200.00 | ||||||||
Subtotals For Project BRFY-120C(086) /20804(04) | $0.00 | $1,924,809.64 |
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 | 22,572.000 | 0.000 | 28,614.000 | $3.50 | $0.00 | $100,149.00 |
0092 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 31,628.000 | 31,628.000 | 0.000 | 30,158.100 | $3.50 | $0.00 | $105,553.35 |
0093 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 1.000 | $8,500.00 | $0.00 | $8,500.00 |
0094 | OBLITERATING ABANDONED ROAD | 210 0121 | STA | 29.700 | 29.700 | 29.700 | $257.00 | $0.00 | $7,632.90 | |
0095 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,600.000 | 3,600.000 | 0.000 | 1,160.000 | $1.10 | $0.00 | $1,276.00 |
0096 | TEMPORARY SILT DIKE | 227 0100 | LF | 594.000 | 594.000 | 0.000 | 727.000 | $6.25 | $0.00 | $4,543.75 |
0097 | SOLID SLAB SODDING | 230(A) 2806 | SY | 24,000.000 | 24,000.000 | 27,492.220 | 27,492.220 | $1.13 | $31,066.21 | $31,066.21 |
0098 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 5.000 | 5.000 | 3.871 | $340.00 | $0.00 | $1,316.14 | |
0099 | (PL)ROCK FILTER DAM, TYPE 1 | 235(A) 0100 | CY | 90.000 | 90.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
0100 | MOWING | 241 2832 | AC | 10.000 | 10.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0101 | (SP)FLY ASH | 327(A) 4200 | TON | 202.000 | 202.000 | 0.000 | 327.740 | $60.00 | $0.00 | $19,664.40 |
0102 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 8,676.000 | 8,676.000 | 0.000 | 7,155.000 | $1.50 | $0.00 | $10,732.50 |
0103 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 95.000 | 95.000 | 0.000 | 95.000 | $23.50 | $0.00 | $2,232.51 |
0104 | TACK COAT | 407 0250 | GAL | 1,912.000 | 1,912.000 | 0.000 | 1,600.000 | $3.15 | $0.00 | $5,040.00 |
0105 | PRIME COAT | 408 5774 | GAL | 4,197.240 | 4,197.240 | 0.000 | $4.20 | $0.00 | $0.00 | |
0106 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 643.000 | 643.000 | 0.000 | 1,152.000 | $82.00 | $0.00 | $94,464.00 |
0107 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 5,964.000 | 5,964.000 | 0.000 | 3,295.890 | $74.50 | $0.00 | $245,543.81 |
0108 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 429.000 | 429.000 | 0.000 | 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 | 1,450.000 | 956.200 | $76.00 | $0.00 | $72,671.20 | |
0110 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 7.000 | 7.000 | 7.000 | $10.00 | $0.00 | $70.00 | |
0111 | CLASS A CONCRETE | 509(B) 0321 | CY | 38.000 | 38.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0112 | CLASS C CONCRETE | 509(D) 0325 | CY | 345.000 | 345.000 | 0.000 | 260.780 | $200.00 | $0.00 | $52,156.00 |
0113 | REINFORCING STEEL | 511(A) 0332 | LB | 4,955.000 | 4,955.000 | 0.000 | $0.80 | $0.00 | $0.00 | |
0114 | TYPE C4 CULVERT END TREATMENT | 613(CC) 7188 | EA | 2.000 | 2.000 | 0.000 | $1,300.00 | $0.00 | $0.00 | |
0115 | 30" CORR. GALV. STEEL PIPE | 613(D) 0691 | LF | 57.000 | 57.000 | 0.000 | 57.000 | $30.50 | $0.00 | $1,738.50 |
0116 | 120" CORR. GALV. STEEL PIPE | 613(D) 4761 | LF | 290.000 | 290.000 | 0.000 | 265.000 | $330.00 | $0.00 | $87,450.00 |
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 | 6,350.000 | 4,930.000 | $3.00 | $0.00 | $14,790.00 | |
0119 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 565.000 | 565.000 | 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 | 3,526.000 | 0.000 | 1,904.000 | $3.13 | $0.00 | $5,959.52 |
Subtotals For Category 0100/ROADWAY - BRFY-120C(089) | $31,066.21 | $994,133.75 | ||||||||
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 | 40.000 | $100.00 | $0.00 | $4,000.00 |
0126 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 997.000 | 997.000 | 0.000 | 997.000 | $167.00 | $0.00 | $166,499.00 |
0127 | APPROACH SLAB | 504(A) 1304 | SY | 225.000 | 225.000 | 0.000 | 225.000 | $120.00 | $0.00 | $27,000.00 |
0128 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 597.000 | 597.000 | 0.000 | 597.000 | $60.00 | $0.00 | $35,820.00 |
0129 | STRUCTURAL STEEL | 506(A) 1322 | LB | 3,150.000 | 3,150.000 | 0.000 | 3,150.000 | $2.50 | $0.00 | $7,875.00 |
0130 | CLASS AA CONCRETE | 509(A) 1326 | CY | 339.000 | 339.000 | 0.000 | 300.000 | $370.00 | $0.00 | $111,000.00 |
0131 | CLASS A CONCRETE | 509(B) 1328 | CY | 160.000 | 160.000 | 0.000 | 160.000 | $370.00 | $0.00 | $59,200.00 |
0132 | CLASS C CONCRETE | 509(D) 1331 | CY | 30.000 | 30.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0133 | REINFORCING STEEL | 511(A) 1332 | LB | 1,531.000 | 1,531.000 | 0.000 | 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 | 0.000 | 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 | 822.000 | 0.000 | 822.000 | $9.00 | $0.00 | $7,398.00 |
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 | 0.000 | 1,108.000 | $3.00 | $0.00 | $3,324.00 |
0139 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 134.000 | 134.000 | 0.000 | 134.000 | $500.00 | $0.00 | $67,000.00 |
0140 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 163.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0141 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 1.800 | 0.000 | $100.00 | $0.00 | $0.00 | |
0142 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 0.000 | 8.000 | $310.00 | $0.00 | $2,480.00 |
0143 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 0.000 | 16.000 | $600.00 | $0.00 | $9,600.00 |
0144 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 16.000 | 16.000 | 0.000 | 16.000 | $600.00 | $0.00 | $9,600.00 |
0145 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 490.000 | 490.000 | 0.000 | 3,397.340 | $33.00 | $0.00 | $112,112.22 |
0146 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 376.000 | 376.000 | 0.000 | 993.810 | $26.00 | $0.00 | $25,839.06 |
0147 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 0.000 | 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 | $24.00 | $0.00 | $0.00 | |
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 | $800,743.08 | ||||||||
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 | 115.000 | 46.620 | $10.00 | $0.00 | $466.20 | |
0151 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 150.000 | 150.000 | 90.000 | $10.00 | $0.00 | $900.00 | |
0152 | (PL)4" RECESSED THERMOPLASTIC STRIPING | 855(A) 8820 | LF | 11,600.000 | 11,600.000 | 0.000 | $0.75 | $0.00 | $0.00 | |
0153 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 12,000.000 | 12,000.000 | 10,606.000 | $0.20 | $0.00 | $2,121.20 | |
0154 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 600.000 | 600.000 | 136.000 | $1.10 | $0.00 | $149.60 | |
0155 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 5,600.000 | 5,600.000 | 1,105.000 | $0.30 | $0.00 | $331.50 | |
0156 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 5,100.000 | 5,100.000 | 1,666.000 | $0.04 | $0.00 | $66.64 | |
0157 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 5,040.000 | 5,040.000 | 2,778.500 | $0.04 | $0.00 | $111.14 | |
0158 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,520.000 | 2,520.000 | 1,671.500 | $0.04 | $0.00 | $66.86 | |
0159 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,520.000 | 2,520.000 | 2,078.000 | $0.04 | $0.00 | $83.12 | |
0160 | WING BARRICADES | 880(C) 8848 | SD | 420.000 | 420.000 | 636.000 | $0.04 | $0.00 | $25.44 | |
0161 | VERTICAL PANELS | 880(D) 8854 | SD | 15,000.000 | 15,000.000 | 10,832.000 | $0.04 | $0.00 | $433.28 | |
0162 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 6,510.000 | 6,510.000 | 4,817.500 | $0.04 | $0.00 | $192.70 | |
0163 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 5,460.000 | 5,460.000 | 9,720.000 | $0.40 | $0.00 | $3,888.00 | |
0164 | DRUMS | 880(F) 8878 | SD | 5,460.000 | 5,460.000 | 4,735.000 | $0.04 | $0.00 | $189.40 | |
0165 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 210.000 | 210.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
0166 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 4.000 | 4.000 | 4.000 | $60.00 | $0.00 | $240.00 | |
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 | $10,090.08 | ||||||||
Subtotals For Project BRFY-120C(089) /20805(04) | $31,066.21 | $1,804,966.91 |