Contract ID: | 100588 | Estimate Number: | 0014 | 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: | 11/01/2011 TO 11/15/2011 |
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: | 254.00 | |
Date NTP Issued: | 12/07/2010 | Completion Date: | Current Time Allowed: | 252.00 | |
General Liability Expires: | 06/30/2012 | Workman's Comp Expires: | 06/30/2012 | Percent Time Used: | 100.79 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $10,383,921.28 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $9,958,921.28 | Participating: | $5,640,432.15 | $4,727,614.44 | $912,817.71 | ||
Percent Complete: | 60.64 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $4,087,477.36 | Total Earnings: | $5,640,432.15 | $4,727,614.44 | $912,817.71 | ||
Unearned Balance: | $3,662,477.36 | Stockpiled Materials: | $419,377.43 | $715,091.97 | $-295,714.54 | ||
Gross Earnings: | $6,059,809.58 | $5,442,706.41 | $617,103.17 | ||||
Other Adjustments: | $240,634.34 | $-43,792.24 | $284,426.58 | ||||
Liq Dam/Disincentive: | $-4,000.00 | $0.00 | $-4,000.00 | ||||
TOTAL: | $6,296,443.92 | $5,398,914.17 | $897,529.75 |
Contract ID: | 100588 | Estimate Number: | 0014 | 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 |
003 | Asphalt Binder Adjustment | Approved | 11/07/2011 | 0.0 | $425,000.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
14971(13) | 0018 | ASCO MIXS37628OK(IA) | Stockpiled Material Initial Payment | 0012 | $20,262.96 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0006 | $555,128.64 |
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 | 0014 | $-153,125.53 |
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 Initial Payment | 0004 | $868,185.00 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0011 | $-401,057.08 | Subtotals For Stockpile Payments | $419,377.43 |
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 |
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) | 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) | * QAQC | 0009 | 0.00 | $0.00 | $-10,970.00 |
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) | * Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $-42,051.49 |
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 | 10,367.34 | $4.05 | $42,051.49 |
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) | * 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 | 0012 | 20,588.17 | $3.84 | $79,185.19 |
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) | * QAQC | 0012 | 0.00 | $0.00 | $-20,974.64 |
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) | Asphalt Binder Adjustment | 0014 | 13,922.53 | $3.11 | $43,315.08 |
14971(13) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0014 | 0.00 | $0.00 | $-1,316.40 |
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 | $240,634.34 | * = 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: | 100588 | Estimate Number: | 0014 | 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 | 83.990 | 758.920 | $3.25 | $272.97 | $2,466.49 |
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 | 1,257.080 | 6,554.787 | $75.00 | $94,281.00 | $491,609.03 |
0012 | (SP)LIME | 327(D) 4230 | TON | 869.000 | 869.000 | 50.130 | $150.00 | $0.00 | $7,519.50 | |
0013 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 164,112.000 | 164,112.000 | 30,533.890 | 166,824.590 | $1.35 | $41,220.75 | $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 | 2,400.000 | 16,095.000 | $2.53 | $6,072.00 | $40,720.35 |
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 | 0.000 | $62.60 | $0.00 | $0.00 | |
0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 93,531.000 | 93,531.000 | 13,922.530 | 74,220.300 | $54.85 | $763,650.77 | $4,070,983.45 |
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 | 25,058.220 | $3.26 | $0.00 | $81,689.80 | |
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 | 1,715.000 | $21.03 | $0.00 | $36,066.45 | |
0026 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 2.000 | 2.000 | 0.000 | $1,577.34 | $0.00 | $0.00 | |
0027 | 36" CORR. GALV. STEEL PIPE | 613(D) 0692 | LF | 86.000 | 86.000 | 86.000 | 86.000 | $58.89 | $5,064.54 | $5,064.54 |
0028 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.500 | $8,496.28 | $0.00 | $4,248.14 | |
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 | |
8001 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $425,000.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $910,562.03 | $5,213,201.60 | ||||||||
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 | 0.000 | $11.68 | $0.00 | $0.00 | |
0032 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 120.000 | 120.000 | 0.000 | $21.24 | $0.00 | $0.00 | |
0033 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 144,099.000 | 144,099.000 | 0.000 | $0.69 | $0.00 | $0.00 | |
0034 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 74.000 | 74.000 | 0.000 | $90.29 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC SIGNING AND STRIPING | $0.00 | $0.00 | ||||||||
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 | 10,656.330 | $0.53 | $0.00 | $5,647.86 | |
0036 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 14,320.000 | 14,320.000 | 0.000 | $0.53 | $0.00 | $0.00 | |
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 | 315.000 | 9,630.000 | $0.27 | $85.05 | $2,600.10 |
0039 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 3,920.000 | 3,920.000 | 259.000 | 6,132.000 | $2.12 | $549.08 | $12,999.84 |
0040 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 7,595.000 | 7,595.000 | 287.000 | 7,227.000 | $2.12 | $608.44 | $15,321.24 |
0041 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,205.000 | 2,205.000 | 161.000 | 3,607.000 | $2.12 | $341.32 | $7,646.84 |
0042 | WING BARRICADES | 880(C) 8848 | SD | 1,960.000 | 1,960.000 | 28.000 | 901.000 | $0.27 | $7.56 | $243.27 |
0043 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 4,410.000 | 4,410.000 | 651.000 | 13,708.000 | $0.53 | $345.03 | $7,265.24 |
0044 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 45,325.000 | 45,325.000 | 833.000 | 28,134.000 | $0.16 | $133.28 | $4,501.44 |
0045 | DRUMS | 880(F) 8878 | SD | 45,325.000 | 45,325.000 | 833.000 | 28,290.000 | $0.16 | $133.28 | $4,526.40 |
0046 | CHANNELIZER CONES | 880(G) 8890 | SD | 45,325.000 | 45,325.000 | 329.000 | 2,502.000 | $0.16 | $52.64 | $400.32 |
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 | $2,255.68 | $134,230.55 | ||||||||
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 | 0.500 | $3,500.00 | $0.00 | $1,750.00 | |
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 | 0.500 | $40,000.00 | $0.00 | $20,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $221,750.00 | ||||||||
Subtotals For Project NHY-008N(019) /14971(13) | $912,817.71 | $5,640,432.15 |