Contract ID: | 100588 | Estimate Number: | 0020 | Contract No: | 610803 | |||
Residency: | GUYMON (06200) | Estimate Type: | Progressive | Account No: | 400600 | |||
Project Number(s): | NHY-008N(019) | ||||||||||||
Primary Job Piece No: | 14971(13) | ||||||||||||
Contract Description: | GRADE, DRAIN, AND SURFACE US-54: FROM 5.5 MILES SOUTHWEST OF THE SH-94 JUNCTION, EXTEND NORTHEAST. PROJECT LENGTH = 5.284 MILES. | ||||||||||||
Primary County: | TEXAS | ||||||||||||
Name of Road: | US-54 | ||||||||||||
Prime Contractor: | DOBSON BROTHERS CONSTRUCTION CO. | ||||||||||||
P.O. BOX 81409 | |||||||||||||
LINCOLN , NE 68501 | |||||||||||||
Surety Company: | BERKLEY REGIONAL INSURANCE COMPANY | ||||||||||||
Date Let: | 10/21/2010 | NTP Effective Date: | 03/07/2011 | Pay Period: | 05/01/2012 TO 05/15/2012 |
Date Awarded: | 11/08/2010 | Date Work Began: | 03/07/2011 | Original Contract Time: | 245 |
Date Contract Executed: | 11/17/2010 | Date Time Stopped: | Current Time Charged: | 436.00 | |
Date NTP Issued: | 12/07/2010 | Completion Date: | Current Time Allowed: | 400.00 | |
General Liability Expires: | 06/30/2012 | Workman's Comp Expires: | 06/30/2012 | Percent Time Used: | 109.00 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $10,393,772.96 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $9,958,921.28 | Participating: | $6,992,877.34 | $6,327,189.59 | $665,687.75 | ||
Percent Complete: | 70.97 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $3,017,519.23 | Total Earnings: | $6,992,877.34 | $6,327,189.59 | $665,687.75 | ||
Unearned Balance: | $2,582,667.55 | Stockpiled Materials: | $136,371.84 | $213,418.67 | $-77,046.83 | ||
Gross Earnings: | $7,129,249.18 | $6,540,608.26 | $588,640.92 | ||||
Other Adjustments: | $319,004.55 | $264,812.73 | $54,191.82 | ||||
Liq Dam/Disincentive: | $-72,000.00 | $-42,000.00 | $-30,000.00 | ||||
TOTAL: | $7,376,253.73 | $6,763,420.99 | $612,832.74 |
Contract ID: | 100588 | Estimate Number: | 0020 | Primary JP: | 14971(13) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Pavement Smoothness | Approved | 06/06/2011 | 0.0 | $0.00 |
002 | Cement for stabilization | Approved | 03/05/2012 | 0.0 | $9,851.68 |
003 | Asphalt Binder Adjustment | Approved | 11/07/2011 | 0.0 | $425,000.00 |
004 | Failing Material-Deduction for using 3A Chips | Pending | 0 | 0.0 | $-22,995.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
14971(13) | 0018 | ASCO MIXS37628OK(IA) | Stockpiled Material Adjustment | 0020 | $-20,262.96 |
14971(13) | 0018 | ASCO MIXS37628OK(IA) | Stockpiled Material Initial Payment | 0012 | $20,262.96 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0008 | $-31,565.40 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0009 | $-190,607.12 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0010 | $-220,202.30 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0011 | $-401,057.08 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0012 | $-24,753.10 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0012 | $-412,539.63 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0012 | $552,240.00 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0014 | $-142,589.01 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0014 | $-153,125.53 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0015 | $-160,273.43 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0016 | $-45,685.33 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0020 | $-56,783.87 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0004 | $868,185.00 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0006 | $555,128.64 | Subtotals For Stockpile Payments | $136,371.84 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0014 | --2.0 | $2,000.00 | $-4,000.00 |
System Application of Liquidated Damages | 0015 | --7.0 | $2,000.00 | $-14,000.00 |
System Application of Liquidated Damages | 0016 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0017 | -8.0 | $2,000.00 | $16,000.00 |
System Application of Liquidated Damages | 0019 | --5.0 | $2,000.00 | $-10,000.00 |
System Application of Liquidated Damages | 0020 | --15 | $2,000.00 | $-30,000.00 | Subtotals For Liquidated Damages | $-72,000.00 |
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 |
14971(13) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * QAQC | 0020 | 0.00 | $0.00 | $-651.04 |
14971(13) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0020 | 8,067.11 | $5.10 | $41,191.87 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 1,486.13 | $4.05 | $6,027.97 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 8,973.97 | $4.05 | $36,399.77 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $-44,602.35 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0009 | 0.00 | $0.00 | $-10,970.00 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0010 | 0.00 | $0.00 | $-4,388.00 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $-42,051.49 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 10,367.34 | $4.05 | $42,051.49 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $-76,588.87 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0011 | 0.00 | $0.00 | $-7,459.60 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 18,882.16 | $4.05 | $76,588.87 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0012 | 0.00 | $0.00 | $-20,974.64 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $-79,185.19 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 20,588.17 | $3.84 | $79,185.19 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $242,427.90 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0014 | 0.00 | $0.00 | $-1,316.40 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 13,922.53 | $3.11 | $43,315.08 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 7,545.83 | $3.11 | $23,476.21 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0015 | 0.00 | $0.00 | $-6,165.14 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0016 | 0.00 | $0.00 | $175.52 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 2,150.91 | $3.11 | $6,691.80 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 2,673.44 | $5.10 | $13,650.99 |
14971(13) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 469.11 | $4.63 | $2,174.61 | Subtotals For Line Item Adjustments | $319,004.55 | * = 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: | 100588 | Estimate Number: | 0020 | Primary JP: | 14971(13) | |||
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-008N(019) | Project: 14971(13) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 0.500 | $8,800.00 | $0.00 | $4,400.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 20,704.000 | 20,704.000 | 7,304.920 | $3.25 | $0.00 | $23,740.99 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 5,000.000 | 5,000.000 | 8,214.000 | $11.25 | $0.00 | $92,407.52 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.500 | $19,450.00 | $0.00 | $9,725.00 | |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 48,585.000 | 48,585.000 | 2,876.000 | $1.52 | $0.00 | $4,371.52 | |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 310.000 | 310.000 | 0.000 | $7.36 | $0.00 | $0.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 76,966.000 | 76,966.000 | 0.000 | $1.79 | $0.00 | $0.00 | |
0008 | WATERING | 230(F) 2812 | MGAL | 3,080.000 | 3,080.000 | 0.000 | $10.52 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 15.900 | 15.900 | 0.000 | $473.20 | $0.00 | $0.00 | |
0010 | MOWING | 241 2832 | AC | 15.900 | 15.900 | 0.000 | $52.58 | $0.00 | $0.00 | |
0011 | (SP)FLY ASH | 327(A) 4200 | TON | 8,819.000 | 8,819.000 | 5,414.520 | $75.00 | $0.00 | $406,089.00 | |
0012 | (SP)LIME | 327(D) 4230 | TON | 869.000 | 50.130 | 50.130 | $150.00 | $0.00 | $7,519.50 | |
0013 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 164,112.000 | 164,112.000 | 166,824.590 | $1.35 | $0.00 | $225,213.19 | |
0014 | (SP)LIME PRETREATMENT | 327(G) 4260 | SY | 48,009.000 | 48,009.000 | 0.000 | $0.40 | $0.00 | $0.00 | |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 1,691.000 | 1,691.000 | 0.000 | $47.32 | $0.00 | $0.00 | |
0016 | TACK COAT | 407 0250 | GAL | 30,925.000 | 30,925.000 | 3,125.000 | 22,070.000 | $2.53 | $7,906.25 | $55,837.10 |
0017 | PRIME COAT | 408 5774 | GAL | 27,001.000 | 27,001.000 | 19,034.680 | $4.06 | $0.00 | $77,280.80 | |
0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 18,623.000 | 18,623.000 | 8,067.110 | 8,067.110 | $62.60 | $505,001.09 | $505,001.09 |
0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 93,531.000 | 93,531.000 | 2,673.440 | 86,590.480 | $54.85 | $146,638.18 | $4,749,487.82 |
0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 12,098.000 | 12,098.000 | 0.000 | $72.60 | $0.00 | $0.00 | |
0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 3,733.000 | 3,733.000 | 0.000 | 469.110 | $58.75 | $0.00 | $27,560.21 |
0022 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 55,800.000 | 55,800.000 | 0.000 | $0.11 | $0.00 | $0.00 | |
0023 | COLD MILLING BITUMINOUS PAVEMENT | 417 4267 | SY | 32,900.000 | 32,900.000 | 32,847.250 | $3.26 | $0.00 | $107,082.04 | |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 50.000 | 50.000 | 0.000 | 1.640 | $304.95 | $0.00 | $500.12 |
0025 | 1'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1514 | LF | 3,400.000 | 3,400.000 | 3,471.000 | $21.03 | $0.00 | $72,995.13 | |
0026 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 2.000 | 0.000 | 0.000 | $1,577.34 | $0.00 | $0.00 | |
0027 | 36" CORR. GALV. STEEL PIPE | 613(D) 0692 | LF | 86.000 | 86.000 | 96.000 | $58.89 | $0.00 | $5,653.44 | |
0028 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.750 | $8,496.28 | $0.00 | $6,372.21 | |
0029 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 4,084.000 | 4,084.000 | 9,322.190 | $3.26 | $0.00 | $30,390.34 | |
0030 | SAWING PAVEMENT | 619(C) 0924 | LF | 900.000 | 900.000 | 234.000 | $4.21 | $0.00 | $985.15 | |
8000 | (SP)PORTLAND CEMENT | 327(C) 4220 | TON | 0.000 | 675.000 | 0.000 | 664.530 | $131.47 | $0.00 | $87,365.76 |
8001 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $425,000.00 | $0.00 | $0.00 | |
8006 | TYPE D6 CULVERT END TREATMENT | 613(CC) 7199 | EA | 0.000 | 2.000 | 0.000 | 2.000 | $1,577.34 | $0.00 | $3,154.68 |
Subtotals For Category 0100/ROADWAY | $659,545.52 | $6,503,132.61 | ||||||||
Fed/State Project Number: NHY-008N(019) | Project: 14971(13) | Category: 0301/TRAFFIC SIGNING AND STRIPING | ||||||||
0031 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 180.000 | 180.000 | 194.840 | $11.68 | $0.00 | $2,275.73 | |
0032 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 120.000 | 120.000 | 480.000 | $21.24 | $0.00 | $10,195.20 | |
0033 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 144,099.000 | 0.000 | 0.000 | $0.69 | $0.00 | $0.00 | |
0034 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 74.000 | 0.000 | 0.000 | $90.29 | $0.00 | $0.00 | |
8002 | CONSTRUCTION TRAFF.STR.(PAINT)(4" WIDE) | 856(A) 8839 | LF | 0.000 | 140,000.000 | 138,457.000 | $0.24 | $0.00 | $33,229.68 | |
8003 | PAVEMENT MRKNG.REMOVAL(TRAF.STRP) | 859(A) 8006 | LF | 0.000 | 47,000.000 | 46,383.000 | $0.22 | $0.00 | $10,204.26 | |
8004 | (SP)TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | 854(C) 8530 | LF | 0.000 | 165,710.000 | 0.000 | $0.57 | $0.00 | $0.00 | |
8005 | (SP)TRAF.STR.(MULTI-POLY.)(SYM,WRD,ETC) | 854(C) 8525 | EA | 0.000 | 74.000 | 0.000 | $157.50 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC SIGNING AND STRIPING | $0.00 | $55,904.87 | ||||||||
Fed/State Project Number: NHY-008N(019) | Project: 14971(13) | Category: 0302/TEMPORARY TRAFFIC CONTROL | ||||||||
0035 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 71,600.000 | 71,600.000 | 807.000 | $0.53 | $0.00 | $427.71 | |
0036 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 14,320.000 | 14,320.000 | 2,391.000 | 2,391.000 | $0.53 | $1,267.23 | $1,267.23 |
0037 | ARROW DISPLAY(TYPE C) | 880(A) 8815 | EA | 2.000 | 2.000 | 2.000 | $4,248.72 | $0.00 | $8,497.44 | |
0038 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 10,780.000 | 10,780.000 | 9,578.000 | $0.27 | $0.00 | $2,586.06 | |
0039 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 3,920.000 | 3,920.000 | 6,096.000 | $2.12 | $0.00 | $12,923.52 | |
0040 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 7,595.000 | 7,595.000 | 7,194.000 | $2.12 | $0.00 | $15,251.28 | |
0041 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,205.000 | 2,205.000 | 3,581.000 | $2.12 | $0.00 | $7,591.72 | |
0042 | WING BARRICADES | 880(C) 8848 | SD | 1,960.000 | 1,960.000 | 897.000 | $0.27 | $0.00 | $242.19 | |
0043 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 4,410.000 | 4,410.000 | 13,623.000 | $0.53 | $0.00 | $7,220.19 | |
0044 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 45,325.000 | 45,325.000 | 27,999.000 | $0.16 | $0.00 | $4,479.84 | |
0045 | DRUMS | 880(F) 8878 | SD | 45,325.000 | 45,325.000 | 28,154.000 | $0.16 | $0.00 | $4,504.64 | |
0046 | CHANNELIZER CONES | 880(G) 8890 | SD | 45,325.000 | 45,325.000 | 2,453.000 | $0.16 | $0.00 | $392.48 | |
0047 | PORTABLE CHANGEABLE MESSAGE SIGN | 882(A) 8303 | EA | 4.000 | 4.000 | 4.000 | $16,145.14 | $0.00 | $64,580.56 | |
Subtotals For Category 0302/TEMPORARY TRAFFIC CONTROL | $1,267.23 | $129,964.86 | ||||||||
Fed/State Project Number: NHY-008N(019) | Project: 14971(13) | Category: 0600/STAKING | ||||||||
0048 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.750 | $95,000.00 | $0.00 | $71,250.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $71,250.00 | ||||||||
Fed/State Project Number: NHY-008N(019) | Project: 14971(13) | Category: 0640/CONSTRUCTION | ||||||||
0049 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $3,500.00 | $875.00 | $2,625.00 |
0050 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $200,000.00 | $0.00 | $200,000.00 | |
0051 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.100 | 0.750 | $40,000.00 | $4,000.00 | $30,000.00 |
Subtotals For Category 0640/CONSTRUCTION | $4,875.00 | $232,625.00 | ||||||||
Subtotals For Project NHY-008N(019) /14971(13) | $665,687.75 | $6,992,877.34 |