Contract ID: | 100588 | Estimate Number: | 0010 | 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. | ||||||||||||
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: | 09/01/2011 TO 09/15/2011 |
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: | 191.00 | |
Date NTP Issued: | 12/07/2010 | Completion Date: | Current Time Allowed: | 250.00 | |
General Liability Expires: | 06/30/2012 | Workman's Comp Expires: | 06/30/2012 | Percent Time Used: | 76.40 % |
Specification Year: | 1999 | Date Approved: | 09/19/2011 | ||
Current Contract Amount: | $9,958,921.28 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $9,958,921.28 | Participating: | $2,306,160.76 | $1,715,738.58 | $590,422.18 | ||
Percent Complete: | 32.85 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $6,687,179.70 | Total Earnings: | $2,306,160.76 | $1,715,738.58 | $590,422.18 | ||
Unearned Balance: | $6,687,179.70 | Stockpiled Materials: | $980,938.82 | $1,201,141.12 | $-220,202.30 | ||
Gross Earnings: | $3,287,099.58 | $2,916,879.70 | $370,219.88 | ||||
Other Adjustments: | $-15,358.00 | $-10,970.00 | $-4,388.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $3,271,741.58 | $2,905,909.70 | $365,831.88 |
Contract ID: | 100588 | Estimate Number: | 0010 | 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 | Pending | 0 | 0.0 | $425,000.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
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 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0010 | $-220,202.30 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0009 | $-190,607.12 |
14971(13) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0008 | $-31,565.40 | Subtotals For Stockpile Payments | $980,938.82 |
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 |
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 | 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) | 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 | 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) | 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 | $-15,358.00 | * = 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: | 0010 | 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 | 87.930 | $3.25 | $0.00 | $285.77 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 5,000.000 | 5,000.000 | 1,275.000 | 8,214.000 | $11.25 | $14,343.75 | $92,407.52 |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 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 | 4,808.007 | $75.00 | $0.00 | $360,600.53 | |
0012 | (SP)LIME | 327(D) 4230 | TON | 869.000 | 869.000 | 0.000 | 50.130 | $150.00 | $0.00 | $7,519.50 |
0013 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 164,112.000 | 164,112.000 | 125,053.590 | $1.35 | $0.00 | $168,822.34 | |
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 | 650.000 | 2,650.000 | $2.53 | $1,644.50 | $6,704.50 |
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 | 10,367.340 | 20,827.440 | $54.85 | $568,648.60 | $1,142,385.08 |
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 | -8,348.510 | 576.000 | $3.26 | $-27,216.14 | $1,877.76 |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 50.000 | 50.000 | 0.000 | $304.95 | $0.00 | $0.00 | |
0025 | 1'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1514 | LF | 3,400.000 | 3,400.000 | 0.000 | $21.03 | $0.00 | $0.00 | |
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 | 0.000 | $58.89 | $0.00 | $0.00 | |
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 | 8,650.160 | 8,953.760 | $3.26 | $28,199.52 | $29,189.26 |
0030 | SAWING PAVEMENT | 619(C) 0924 | LF | 900.000 | 900.000 | 195.500 | $4.21 | $0.00 | $823.06 | |
Subtotals For Category 0100/ROADWAY | $585,620.23 | $1,938,200.99 | ||||||||
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 | 3,136.130 | $0.53 | $0.00 | $1,662.15 | |
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 | 780.000 | 6,996.000 | $0.27 | $210.60 | $1,888.92 |
0039 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 3,920.000 | 3,920.000 | 540.000 | 4,162.000 | $2.12 | $1,144.80 | $8,823.44 |
0040 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 7,595.000 | 7,595.000 | 495.000 | 5,323.000 | $2.12 | $1,049.40 | $11,284.76 |
0041 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,205.000 | 2,205.000 | 390.000 | 2,247.000 | $2.12 | $826.80 | $4,763.64 |
0042 | WING BARRICADES | 880(C) 8848 | SD | 1,960.000 | 1,960.000 | 60.000 | 685.000 | $0.27 | $16.20 | $184.95 |
0043 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 4,410.000 | 4,410.000 | 1,275.000 | 9,119.000 | $0.53 | $675.75 | $4,833.07 |
0044 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 45,325.000 | 45,325.000 | 2,745.000 | 20,987.000 | $0.16 | $439.20 | $3,357.92 |
0045 | DRUMS | 880(F) 8878 | SD | 45,325.000 | 45,325.000 | 2,745.000 | 20,987.000 | $0.16 | $439.20 | $3,357.92 |
0046 | CHANNELIZER CONES | 880(G) 8890 | SD | 45,325.000 | 45,325.000 | 0.000 | $0.16 | $0.00 | $0.00 | |
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 | $4,801.95 | $113,234.77 | ||||||||
Fed/State Project Number: NHY-008N(019) | Project: 14971(13) | Category: 0600/STAKING | ||||||||
0048 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.500 | $95,000.00 | $0.00 | $47,500.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $47,500.00 | ||||||||
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 | 0.350 | $3,500.00 | $0.00 | $1,225.00 | |
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 | 0.150 | $40,000.00 | $0.00 | $6,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $207,225.00 | ||||||||
Subtotals For Project NHY-008N(019) /14971(13) | $590,422.18 | $2,306,160.76 |