Contract ID: | 110316 | Estimate Number: | 0009 | Contract No: | 710137 | |||
Residency: | BUFFALO (06100) | Estimate Type: | Progressive | Account No: | 400600 | |||
Project Number(s): | NHY-017N(057) | ||||||||||||
Primary Job Piece No: | 17457(14) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE SH-3: FROM 3.0 MILES SOUTH OF THE SH-50 JUNCTION, EXTEND SOUTHEAST. PROJECT LENGTH = 1.723 MILES | ||||||||||||
Primary County: | WOODWARD | ||||||||||||
Name of Road: | SH-3 | ||||||||||||
Prime Contractor: | OBC, INC./PLAINS BRIDGE CONTRACTING OF OKLAHOMA, LLC (JV) | ||||||||||||
P.O. BOX 3817 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 06/16/2011 | NTP Effective Date: | 11/07/2011 | Pay Period: | 01/16/2012 TO 01/31/2012 |
Date Awarded: | 07/11/2011 | Date Work Began: | 11/04/2011 | Original Contract Time: | 210 |
Date Contract Executed: | 07/26/2011 | Date Time Stopped: | Current Time Charged: | 85.00 | |
Date NTP Issued: | 08/01/2011 | Completion Date: | Current Time Allowed: | 210.00 | |
General Liability Expires: | 05/01/2012 | Workman's Comp Expires: | 06/30/2012 | Percent Time Used: | 40.48 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $5,801,858.98 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $5,801,858.98 | Participating: | $899,487.38 | $853,099.47 | $46,387.91 | ||
Percent Complete: | 22.93 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $4,471,672.02 | Total Earnings: | $899,487.38 | $853,099.47 | $46,387.91 | ||
Unearned Balance: | $4,471,672.02 | Stockpiled Materials: | $431,349.71 | $431,349.71 | $0.00 | ||
Gross Earnings: | $1,330,837.09 | $1,284,449.18 | $46,387.91 | ||||
Other Adjustments: | $-650.13 | $-209.76 | $-440.37 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $1,330,186.96 | $1,284,239.42 | $45,947.54 |
Contract ID: | 110316 | Estimate Number: | 0009 | Primary JP: | 17457(14) | |||
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 |
17457(14) | 0048 | PRESTRESSED CONCRETE BEAMS (TYPE II) | Stockpiled Material Initial Payment | 0002 | $171,229.39 |
17457(14) | 0048 | Prestressed Concrete Beams (Type II) | Stockpiled Material Initial Payment | 0003 | $107,673.83 |
17457(14) | 0048 | PRESTRESSED CONCRETE BEAMS (TYPE II) | Stockpiled Material Initial Payment | 0004 | $63,530.93 |
17457(14) | 0060 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Initial Payment | 0004 | $23,622.29 |
17457(14) | 0060 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Initial Payment | 0005 | $22,553.73 |
17457(14) | 0060 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Initial Payment | 0005 | $23,622.29 |
17457(14) | 0061 | PILES, FURNISHED (HP 10X42) | Stockpiled Material Initial Payment | 0001 | $6,853.00 |
17457(14) | 0061 | PILES, FURNISHED (HP 10X42) | Stockpiled Material Adjustment | 0006 | $-2,310.00 |
17457(14) | 0062 | PILES, FURNISHED (HP 12X53) | Stockpiled Material Initial Payment | 0001 | $29,488.00 |
17457(14) | 0062 | PILES, FURNISHED (HP 12X53) | Stockpiled Material Adjustment | 0006 | $-14,913.75 |
17457(14) | 0063 | PILES, FURNISHED (HP 14X89) | Stockpiled Material Adjustment | 0005 | $-26,174.10 |
17457(14) | 0063 | PILES, FURNISHED (HP 14X89) | Stockpiled Material Initial Payment | 0001 | $26,174.10 |
17457(14) | 0063 | PILES, FURNISHED (HP 14X89) | Stockpiled Material Adjustment | 0005 | $-60,261.30 |
17457(14) | 0063 | PILES, FURNISHED (HP 14X89) | Stockpiled Material Adjustment | 0006 | $-154,122.84 |
17457(14) | 0063 | PILES, FURNISHED (HP 14X89) | Stockpiled Material Initial Payment | 0001 | $214,384.14 | Subtotals For Stockpile Payments | $431,349.71 |
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 |
17457(14) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0008 | 7,164.00 | $-0.02 | $-209.76 |
17457(14) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0009 | 15,040.00 | $-0.02 | $-440.37 | Subtotals For Line Item Adjustments | $-650.13 |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 110316 | Estimate Number: | 0009 | Primary JP: | 17457(14) | |||
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: NHY-017N(057) | Project: 17457(14) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $12,120.00 | $0.00 | $12,120.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 57,269.000 | 57,269.000 | 15,040.000 | 41,476.000 | $3.03 | $45,571.20 | $125,672.28 |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 69,476.000 | 69,476.000 | 0.000 | $4.04 | $0.00 | $0.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.500 | $25,250.00 | $0.00 | $12,625.00 |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,600.000 | 2,600.000 | 0.000 | 3,657.000 | $1.11 | $0.00 | $4,059.27 |
0006 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 6.000 | 6.000 | 0.000 | $126.50 | $0.00 | $0.00 | |
0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 594.000 | 594.000 | 0.000 | $5.80 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 109,925.000 | 109,925.000 | 0.000 | $1.31 | $0.00 | $0.00 | |
0009 | MOWING | 241 2832 | AC | 46.000 | 46.000 | 0.000 | $60.60 | $0.00 | $0.00 | |
0010 | FLY ASH | 307(A) 4200 | TON | 2,269.000 | 2,269.000 | 0.000 | $66.58 | $0.00 | $0.00 | |
0011 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 45,010.000 | 45,010.000 | 0.000 | $2.02 | $0.00 | $0.00 | |
0012 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 496.000 | 496.000 | 0.000 | $28.92 | $0.00 | $0.00 | |
0013 | TACK COAT | 407(B) 0250 | GAL | 12,140.000 | 12,140.000 | 0.000 | $3.08 | $0.00 | $0.00 | |
0014 | PRIME COAT | 408 5774 | GAL | 9,655.000 | 9,655.000 | 0.000 | $6.62 | $0.00 | $0.00 | |
0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 5,478.000 | 5,478.000 | 0.000 | $80.40 | $0.00 | $0.00 | |
0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 14,417.000 | 14,417.000 | 0.000 | $70.09 | $0.00 | $0.00 | |
0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 6,530.000 | 6,530.000 | 0.000 | $87.47 | $0.00 | $0.00 | |
0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,022.000 | 1,022.000 | 0.000 | $73.25 | $0.00 | $0.00 | |
0019 | COLD MILLING PAVEMENT | 412 5267 | SY | 8,206.000 | 8,206.000 | 0.000 | $4.29 | $0.00 | $0.00 | |
0020 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 33,460.000 | 33,460.000 | 0.000 | $0.11 | $0.00 | $0.00 | |
0021 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 52.000 | 52.000 | 46.980 | $5.50 | $0.00 | $258.39 | |
0022 | CLASS A CONCRETE | 509(B) 0321 | CY | 205.000 | 205.000 | 0.000 | 205.000 | $330.00 | $0.00 | $67,650.00 |
0023 | CLASS C CONCRETE | 509(D) 0325 | CY | 40.000 | 40.000 | 0.000 | $260.00 | $0.00 | $0.00 | |
0024 | REINFORCING STEEL | 511(A) 0332 | LB | 28,437.000 | 28,437.000 | 0.000 | 28,437.000 | $0.67 | $0.00 | $19,052.79 |
0025 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 1.000 | 1.000 | 0.000 | $1,262.50 | $0.00 | $0.00 | |
0026 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 242.000 | 242.000 | 0.000 | $26.26 | $0.00 | $0.00 | |
0027 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 184.000 | 184.000 | 0.000 | $36.36 | $0.00 | $0.00 | |
0028 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4496 | LF | 88.000 | 88.000 | 0.000 | $56.56 | $0.00 | $0.00 | |
0029 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(A) 4497 | LF | 106.000 | 106.000 | 0.000 | $66.66 | $0.00 | $0.00 | |
0030 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 48.000 | 48.000 | 0.000 | $18.18 | $0.00 | $0.00 | |
0031 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 380.000 | 380.000 | 0.000 | $26.26 | $0.00 | $0.00 | |
0032 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 3.000 | 3.000 | 0.000 | $556.73 | $0.00 | $0.00 | |
0033 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 5.000 | 5.000 | 0.000 | $600.00 | $0.00 | $0.00 | |
0034 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 1.000 | 1.000 | 0.000 | $650.00 | $0.00 | $0.00 | |
0035 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 6.000 | 6.000 | 0.000 | $690.00 | $0.00 | $0.00 | |
0036 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 6.000 | 6.000 | 2.000 | $505.00 | $0.00 | $1,010.00 | |
0037 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 6,385.000 | 6,385.000 | 0.000 | $4.14 | $0.00 | $0.00 | |
0038 | REMOVAL OF EXISTING STRUCTURES | 619(B) 4778 | EA | 2.000 | 2.000 | 0.000 | $505.00 | $0.00 | $0.00 | |
0039 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 600.000 | 600.000 | 0.000 | $1.01 | $0.00 | $0.00 | |
0040 | (PL)GUARDRAIL CURBING | 623 0100 | EA | 4.000 | 4.000 | 0.000 | $505.00 | $0.00 | $0.00 | |
0041 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,200.000 | 1,200.000 | 0.000 | $14.10 | $0.00 | $0.00 | |
0042 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 0.000 | $1,818.00 | $0.00 | $0.00 | |
0043 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 2.000 | 2.000 | 0.000 | $1,414.00 | $0.00 | $0.00 | |
0044 | GUARDRAIL BRIDGE CONNECTION-TYPE B | 623(I) 8680 | EA | 2.000 | 2.000 | 0.000 | $656.50 | $0.00 | $0.00 | |
0045 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 9,691.000 | 9,691.000 | 2,067.000 | $3.23 | $0.00 | $6,676.41 | |
Subtotals For Category 0100/ROADWAY | $45,571.20 | $249,124.14 | ||||||||
Fed/State Project Number: NHY-017N(057) | Project: 17457(14) | Category: 0200/BRIDGE | ||||||||
0046 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 180.000 | 180.000 | 0.000 | $5.10 | $0.00 | $0.00 | |
0047 | CLSM BACKFILL | 501(G) 6309 | CY | 160.000 | 160.000 | 0.000 | $90.00 | $0.00 | $0.00 | |
0048 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 2,344.000 | 2,344.000 | 0.000 | $154.00 | $0.00 | $0.00 | |
0049 | APPROACH SLAB | 504(A) 1304 | SY | 267.800 | 267.800 | 0.000 | $110.00 | $0.00 | $0.00 | |
0050 | SAW-CUT GROOVING | 504(B) 1305 | SY | 2,748.100 | 2,748.100 | 0.000 | $3.25 | $0.00 | $0.00 | |
0051 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 200.900 | 200.900 | 0.000 | $235.00 | $0.00 | $0.00 | |
0052 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 1,301.700 | 1,301.700 | 0.000 | $56.00 | $0.00 | $0.00 | |
0053 | STRUCTURAL STEEL | 506(A) 1322 | LB | 5,330.000 | 5,330.000 | 0.000 | $1.69 | $0.00 | $0.00 | |
0054 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 24.000 | 24.000 | 0.000 | $2,075.00 | $0.00 | $0.00 | |
0055 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 72.000 | 72.000 | 0.000 | $2,075.00 | $0.00 | $0.00 | |
0056 | CLASS AA CONCRETE | 509(A) 1326 | CY | 659.600 | 659.600 | 0.000 | $400.00 | $0.00 | $0.00 | |
0057 | CLASS A CONCRETE | 509(B) 1328 | CY | 800.000 | 800.000 | 0.000 | $400.00 | $0.00 | $0.00 | |
0058 | CLASS C CONCRETE | 509(D) 1331 | CY | 3.700 | 3.700 | 0.000 | $430.00 | $0.00 | $0.00 | |
0059 | REINFORCING STEEL | 511(A) 1332 | LB | 16,500.000 | 16,500.000 | 0.000 | $0.78 | $0.00 | $0.00 | |
0060 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 296,190.000 | 296,190.000 | 0.000 | $0.70 | $0.00 | $0.00 | |
0061 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 356.000 | 356.000 | 120.000 | $25.00 | $0.00 | $3,000.00 | |
0062 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,216.000 | 1,216.000 | 615.000 | $31.00 | $0.00 | $19,065.00 | |
0063 | PILES, FURNISHED (HP 14X89) | 514(A) 6016 | LF | 5,928.000 | 5,928.000 | 5,928.000 | $65.00 | $0.00 | $385,320.00 | |
0064 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 356.000 | 356.000 | 0.000 | $10.20 | $0.00 | $0.00 | |
0065 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,216.000 | 1,216.000 | 0.000 | $10.20 | $0.00 | $0.00 | |
0066 | PILES, DRIVEN (HP 14X89) | 514(B) 6297 | LF | 5,928.000 | 5,928.000 | 3,958.250 | $12.24 | $0.00 | $48,448.98 | |
0067 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 80.000 | 80.000 | 11.000 | $336.60 | $0.00 | $3,702.60 | |
0068 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 2,543.000 | 2,543.000 | 0.000 | $3.57 | $0.00 | $0.00 | |
0069 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 310.400 | 310.400 | 0.000 | $3.06 | $0.00 | $0.00 | |
0070 | SEALER RESIN | 523(B) 6560 | GAL | 4.000 | 4.000 | 0.000 | $102.00 | $0.00 | $0.00 | |
0071 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,060.000 | 1,060.000 | 0.000 | $42.74 | $0.00 | $0.00 | |
0072 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 240.000 | 240.000 | 0.000 | $35.00 | $0.00 | $0.00 | |
0073 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 80.000 | 80.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0074 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 46.000 | 46.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
Subtotals For Category 0200/BRIDGE | $0.00 | $459,536.58 | ||||||||
Fed/State Project Number: NHY-017N(057) | Project: 17457(14) | Category: 0300/TRAFFIC TEMPORARY | ||||||||
0075 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 5,670.000 | 5,670.000 | 143.000 | 462.000 | $0.02 | $2.86 | $9.24 |
0076 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,990.000 | 3,990.000 | 495.000 | 2,065.000 | $0.80 | $396.00 | $1,652.00 |
0077 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,570.000 | 3,570.000 | 16.000 | 31.000 | $0.60 | $9.60 | $18.60 |
0078 | WING BARRICADES | 880(C) 8848 | SD | 420.000 | 420.000 | 64.000 | 234.000 | $2.02 | $129.28 | $472.68 |
0079 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 7,140.000 | 7,140.000 | 384.000 | 1,441.000 | $0.50 | $192.00 | $720.50 |
0080 | CHANNELIZER CONES | 880(G) 8890 | SD | 16,800.000 | 16,800.000 | 223.000 | 1,126.000 | $0.39 | $86.97 | $439.14 |
Subtotals For Category 0300/TRAFFIC TEMPORARY | $816.71 | $3,312.16 | ||||||||
Fed/State Project Number: NHY-017N(057) | Project: 17457(14) | Category: 0301/TRAFFIC PERMANENT | ||||||||
0081 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 2.000 | 2.000 | 0.000 | $101.00 | $0.00 | $0.00 | |
0082 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 3.000 | 3.000 | 0.000 | $81.00 | $0.00 | $0.00 | |
0083 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 207.000 | 207.000 | 0.000 | $20.20 | $0.00 | $0.00 | |
0084 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 75.000 | 75.000 | 0.000 | $20.20 | $0.00 | $0.00 | |
0085 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 375.000 | 375.000 | 0.000 | $9.09 | $0.00 | $0.00 | |
0086 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 44,364.000 | 44,364.000 | 0.000 | $0.44 | $0.00 | $0.00 | |
0087 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 370.000 | 370.000 | 0.000 | $0.74 | $0.00 | $0.00 | |
0088 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 39.000 | 39.000 | 0.000 | $3.03 | $0.00 | $0.00 | |
0089 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 12.000 | 12.000 | 0.000 | $50.50 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC PERMANENT | $0.00 | $0.00 | ||||||||
Fed/State Project Number: NHY-017N(057) | Project: 17457(14) | Category: 0600/STAKING | ||||||||
0090 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.500 | $25,029.00 | $0.00 | $12,514.50 | |
Subtotals For Category 0600/STAKING | $0.00 | $12,514.50 | ||||||||
Fed/State Project Number: NHY-017N(057) | Project: 17457(14) | Category: 0640/CONSTRUCTION | ||||||||
0091 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.000 | $1,515.00 | $0.00 | $0.00 | |
0092 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $175,000.00 | $0.00 | $175,000.00 | |
0093 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.000 | $16,000.00 | $0.00 | $0.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $175,000.00 | ||||||||
Subtotals For Project NHY-017N(057) /17457(14) | $46,387.91 | $899,487.38 |