Contract ID: | 110434 | Estimate Number: | 0015 | Contract No: | 710425 | |||
Residency: | ARDMORE (07200) | Estimate Type: | Progressive | Account No: | 400700 | |||
Project Number(s): | BRFY-143C(078) | ||||||||||||
Primary Job Piece No: | 23124(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES SH-32: OVER COFFEE POT CREEK, 1.5 MILES WEST OF THE SH-76 JUNCTION. PROJECT LENGTH = 0.151 MILES | ||||||||||||
Primary County: | LOVE | ||||||||||||
Name of Road: | SH-32 | ||||||||||||
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: | 09/15/2011 | NTP Effective Date: | 02/06/2012 | Pay Period: | 08/01/2012 TO 08/31/2012 |
Date Awarded: | 10/03/2011 | Date Work Began: | 12/12/2011 | Original Contract Time: | 180 |
Date Contract Executed: | 10/12/2011 | Date Time Stopped: | Current Time Charged: | 179.00 | |
Date NTP Issued: | 10/19/2011 | Completion Date: | Current Time Allowed: | 180.00 | |
General Liability Expires: | 05/01/2013 | Workman's Comp Expires: | 07/01/2013 | Percent Time Used: | 99.44 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $1,807,025.55 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $1,807,025.55 | Participating: | $1,696,668.73 | $1,678,014.15 | $18,654.58 | ||
Percent Complete: | 93.87 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $110,746.44 | Total Earnings: | $1,696,668.73 | $1,678,014.15 | $18,654.58 | ||
Unearned Balance: | $110,746.44 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $1,696,668.73 | $1,678,014.15 | $18,654.58 | ||||
Other Adjustments: | $-389.62 | $-389.62 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $1,696,279.11 | $1,677,624.53 | $18,654.58 |
Contract ID: | 110434 | Estimate Number: | 0015 | Primary JP: | 23124(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 |
23124(04) | 0040 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0007 | $-96,919.95 |
23124(04) | 0040 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0005 | $96,919.95 |
23124(04) | 0045 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0003 | $1,040.00 |
23124(04) | 0045 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0007 | $-1,040.00 |
23124(04) | 0046 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0003 | $29,194.08 |
23124(04) | 0046 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0007 | $-29,194.08 |
23124(04) | 0047 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0003 | $4,406.88 |
23124(04) | 0047 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0008 | $-4,406.88 |
23124(04) | 0052 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0006 | $-6,850.20 |
23124(04) | 0052 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0007 | $-5,294.63 |
23124(04) | 0052 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0005 | $13,531.88 |
23124(04) | 0052 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0008 | $-1,387.05 |
23124(04) | 0052 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0007 | $-5,638.78 |
23124(04) | 0052 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0007 | $25,040.97 |
23124(04) | 0052 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0008 | $-19,402.19 |
23124(04) | 0053 | Stockpiled Material Initial Payment | 0005 | $14,532.00 | |
23124(04) | 0053 | Stockpiled Material Adjustment | 0006 | $-14,532.00 | 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 |
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 |
23124(04) | 0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 892.06 | $-0.24 | $-216.37 |
23124(04) | 0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 74.13 | $-0.24 | $-17.98 |
23124(04) | 0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 949.53 | $0.55 | $529.41 |
23124(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 520.59 | $-0.27 | $-144.31 |
23124(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 422.18 | $0.63 | $269.01 |
23124(04) | 0048 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0009 | 0.00 | $0.00 | $-809.38 | Subtotals For Line Item Adjustments | $-389.62 | * = 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: | 110434 | Estimate Number: | 0015 | Primary JP: | 23124(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-143C(078) | Project: 23124(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $4,950.00 | $0.00 | $4,950.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 13,062.000 | 13,062.000 | 13,062.000 | $6.60 | $0.00 | $86,209.20 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 15,964.000 | 15,964.000 | 14,926.820 | $9.35 | $0.00 | $139,565.77 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $6,710.00 | $0.00 | $6,710.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 893.000 | 893.000 | 637.000 | $1.32 | $0.00 | $840.84 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 180.000 | 180.000 | 91.000 | $8.45 | $0.00 | $768.95 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 22,087.000 | 22,087.000 | 14,752.050 | 19,640.000 | $1.16 | $17,112.38 | $22,782.40 |
0008 | SEEDING METHOD B | 232(B) 2814 | AC | 5.000 | 5.000 | 0.000 | $489.50 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 5.000 | 5.000 | 1.520 | $489.50 | $0.00 | $744.04 | |
0010 | MOWING | 241 2832 | AC | 10.000 | 10.000 | 0.000 | $80.30 | $0.00 | $0.00 | |
0011 | FLY ASH | 307(A) 4200 | TON | 445.000 | 445.000 | 351.220 | $75.90 | $0.00 | $26,657.60 | |
0012 | LIME | 307(D) 4230 | TON | 39.000 | 39.000 | 0.000 | $170.50 | $0.00 | $0.00 | |
0013 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 8,604.000 | 8,604.000 | 7,490.700 | $2.75 | $0.00 | $20,599.42 | |
0014 | LIME PRETREATMENT | 307(G) 4260 | SY | 2,151.000 | 2,151.000 | 0.000 | $2.75 | $0.00 | $0.00 | |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 20.000 | 20.000 | 48.670 | $25.15 | $0.00 | $1,224.05 | |
0016 | TACK COAT | 407(B) 0250 | GAL | 838.000 | 838.000 | 500.000 | $2.75 | $0.00 | $1,375.00 | |
0017 | PRIME COAT | 408 5774 | GAL | 1,880.000 | 1,880.000 | 590.720 | $5.50 | $0.00 | $3,248.96 | |
0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 2,277.000 | 2,277.000 | 0.000 | 1,915.720 | $71.50 | $0.00 | $136,973.99 |
0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 983.000 | 983.000 | 0.000 | 942.770 | $89.10 | $0.00 | $84,000.81 |
0020 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 28.000 | 28.000 | 48.000 | $29.02 | $0.00 | $1,392.96 | |
0021 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 40.000 | 40.000 | 54.000 | $23.77 | $0.00 | $1,283.58 | |
0022 | 120" CORR. GALV. STEEL PIPE | 613(B) 5747 | LF | 272.000 | 272.000 | 272.000 | $218.74 | $0.00 | $59,497.28 | |
0023 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 200.000 | 200.000 | 0.000 | $12.58 | $0.00 | $0.00 | |
0024 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 50.000 | 50.000 | 0.000 | $12.58 | $0.00 | $0.00 | |
0025 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 4.000 | 4.000 | 0.000 | $885.18 | $0.00 | $0.00 | |
0026 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 1.000 | 1.000 | 0.000 | $318.05 | $0.00 | $0.00 | |
0027 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 6,512.000 | 6,512.000 | 5,803.770 | $5.78 | $0.00 | $33,545.79 | |
0028 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 554.000 | 554.000 | 770.000 | $2.75 | $0.00 | $2,117.50 | |
0029 | SAWING PAVEMENT | 619(C) 0924 | LF | 387.000 | 387.000 | 48.000 | $3.30 | $0.00 | $158.40 | |
0030 | (PL)GUARDRAIL CURBING | 623 0100 | EA | 4.000 | 4.000 | 4.000 | $330.00 | $0.00 | $1,320.00 | |
0031 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 400.000 | 400.000 | 400.000 | $16.50 | $0.00 | $6,600.00 | |
0032 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 6.000 | 6.000 | 6.000 | $2,255.00 | $0.00 | $13,530.00 | |
0033 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,485.00 | $0.00 | $5,940.00 | |
0034 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 2,482.000 | 2,482.000 | 2,357.000 | $3.72 | $0.00 | $8,768.04 | |
0035 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 2.000 | 2.000 | 1.000 | 2.000 | $93.50 | $93.50 | $187.00 |
0036 | MAILBOX | 629(C) 4960 | EA | 2.000 | 2.000 | 1.000 | 2.000 | $49.50 | $49.50 | $99.00 |
0037 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 2.000 | 2.000 | 1.000 | $27.50 | $0.00 | $27.50 | |
Subtotals For Category 0100/ROADWAY | $17,255.38 | $671,118.08 | ||||||||
Fed/State Project Number: BRFY-143C(078) | Project: 23124(04) | Category: 0200/BRIDGE 'A' | ||||||||
0038 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 80.000 | 80.000 | 80.000 | $23.00 | $0.00 | $1,840.00 | |
0039 | CLSM BACKFILL | 501(G) 6309 | CY | 164.000 | 164.000 | 0.000 | 164.000 | $178.08 | $0.00 | $29,205.12 |
0040 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 717.000 | 717.000 | 717.000 | $189.90 | $0.00 | $136,158.30 | |
0041 | APPROACH SLAB | 504(A) 1304 | SY | 224.800 | 224.800 | 224.800 | $153.56 | $0.00 | $34,520.29 | |
0042 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,024.500 | 1,024.500 | 1,024.500 | $4.14 | $0.00 | $4,241.43 | |
0043 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 457.000 | 457.000 | 457.000 | $69.36 | $0.00 | $31,697.52 | |
0044 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,050.000 | 1,050.000 | 1,050.000 | $3.34 | $0.00 | $3,507.00 | |
0045 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $680.58 | $0.00 | $5,444.64 | |
0046 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,528.48 | $0.00 | $40,455.68 | |
0047 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 16.000 | 16.000 | 16.000 | $406.36 | $0.00 | $6,501.76 | |
0048 | CLASS AA CONCRETE | 509(A) 1326 | CY | 242.200 | 242.200 | 242.200 | $486.64 | $0.00 | $117,864.20 | |
0049 | CLASS A CONCRETE | 509(B) 1328 | CY | 133.000 | 133.000 | 133.000 | $496.74 | $0.00 | $66,066.42 | |
0050 | CLASS C CONCRETE | 509(D) 1331 | CY | 25.000 | 25.000 | 11.540 | $494.91 | $0.00 | $5,711.26 | |
0051 | REINFORCING STEEL | 511(A) 1332 | LB | 680.000 | 680.000 | 680.000 | $1.79 | $0.00 | $1,217.20 | |
0052 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 74,450.000 | 74,450.000 | 74,450.000 | $1.11 | $0.00 | $82,639.50 | |
0053 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 826.000 | 826.000 | 845.250 | $25.54 | $0.00 | $21,587.69 | |
0054 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 826.000 | 826.000 | 845.250 | $17.25 | $0.00 | $14,580.56 | |
0055 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 828.000 | 828.000 | 828.000 | $4.03 | $0.00 | $3,336.84 | |
0056 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 258.000 | 258.000 | 258.000 | $584.53 | $0.00 | $150,808.74 | |
0057 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 163.000 | 163.000 | $4.60 | $0.00 | $749.80 | |
0058 | SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 1.800 | 1.800 | $115.00 | $0.00 | $207.00 | |
0059 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 2,182.000 | 2,182.000 | 1,920.390 | $36.48 | $0.00 | $70,055.82 | |
0060 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 455.000 | 455.000 | 576.850 | $29.56 | $0.00 | $17,051.68 | |
0061 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 84.000 | 84.000 | 84.000 | $24.84 | $0.00 | $2,086.56 | |
0062 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 108.000 | 108.000 | 0.000 | $24.84 | $0.00 | $0.00 | |
0063 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $46,000.00 | $0.00 | $46,000.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $893,535.01 | ||||||||
Fed/State Project Number: BRFY-143C(078) | Project: 23124(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
0064 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 6,000.000 | 6,000.000 | 12,688.000 | $0.17 | $0.00 | $2,156.96 | |
0065 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 500.000 | 500.000 | 0.000 | $0.55 | $0.00 | $0.00 | |
0066 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 800.000 | 800.000 | 4,641.000 | $0.94 | $0.00 | $4,362.54 | |
0067 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 4,860.000 | 4,860.000 | 3,682.000 | $0.11 | $0.00 | $405.02 | |
0068 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 3,420.000 | 3,420.000 | 3,652.000 | $0.61 | $0.00 | $2,227.72 | |
0069 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,240.000 | 3,240.000 | 3,711.000 | $0.94 | $0.00 | $3,488.34 | |
0070 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,160.000 | 2,160.000 | 1,478.000 | $1.65 | $0.00 | $2,438.70 | |
0071 | WING BARRICADES | 880(C) 8848 | SD | 720.000 | 720.000 | 948.000 | $1.65 | $0.00 | $1,564.20 | |
0072 | VERTICAL PANELS | 880(D) 8854 | SD | 9,900.000 | 9,900.000 | 4,428.000 | $0.22 | $0.00 | $974.16 | |
0073 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 6,480.000 | 6,480.000 | 5,194.000 | $0.11 | $0.00 | $571.34 | |
0074 | DRUMS | 880(F) 8878 | SD | 6,300.000 | 6,300.000 | 7,344.000 | $0.17 | $0.00 | $1,248.48 | |
0075 | CHANNELIZER CONES | 880(G) 8890 | SD | 3,600.000 | 3,600.000 | 0.000 | $0.17 | $0.00 | $0.00 | |
0076 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 360.000 | 360.000 | 0.000 | $16.50 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $0.00 | $19,437.46 | ||||||||
Fed/State Project Number: BRFY-143C(078) | Project: 23124(04) | Category: 0301/TRAFFIC SIGNING & STRIPING | ||||||||
0077 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 3.000 | 3.000 | 3.000 | $55.00 | $0.00 | $165.00 | |
0078 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 65.000 | 65.000 | 37.000 | 65.000 | $13.20 | $488.40 | $858.00 |
0079 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 123.000 | 123.000 | 69.000 | 123.000 | $13.20 | $910.80 | $1,623.60 |
0080 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 6,640.000 | 6,640.000 | 4,457.000 | $0.72 | $0.00 | $3,209.04 | |
Subtotals For Category 0301/TRAFFIC SIGNING & STRIPING | $1,399.20 | $5,855.64 | ||||||||
Fed/State Project Number: BRFY-143C(078) | Project: 23124(04) | Category: 0600/STAKING | ||||||||
0081 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $8,525.00 | $0.00 | $7,672.50 | |
Subtotals For Category 0600/STAKING | $0.00 | $7,672.50 | ||||||||
Fed/State Project Number: BRFY-143C(078) | Project: 23124(04) | Category: 0640/CONSTRUCTION | ||||||||
0082 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $2,750.00 | $0.00 | $2,062.50 | |
0083 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $6,600.00 | $0.00 | $6,600.00 | |
0084 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $90,387.53 | $0.00 | $90,387.54 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $99,050.04 | ||||||||
Subtotals For Project BRFY-143C(078) /23124(04) | $18,654.58 | $1,696,668.73 |