Contract ID: | 090319 | Estimate Number: | 0020 | Contract No: | 411143 | |||
Residency: | GUYMON (06200) | Estimate Type: | Progressive | Account No: | 400600 | |||
Project Number(s): | NH-STIM(028) | ||||||||||||
Primary Job Piece No: | 26240(06) | ||||||||||||
Contract Description: | RESURFACE (ASPHALT) US-412: FROM 0.12 MILES EAST OF US-54, EXTEND EAST. PROJECT LENGTH = 7.05 MILES. | ||||||||||||
Primary County: | TEXAS | ||||||||||||
Name of Road: | US-412 | ||||||||||||
Prime Contractor: | DOBSON BROTHERS CONSTRUCTION CO. | ||||||||||||
P.O. BOX 81409 | |||||||||||||
LINCOLN , NE 68501 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 03/19/2009 | NTP Effective Date: | 04/27/2009 | Pay Period: | 07/01/2010 TO 03/31/2011 |
Date Awarded: | 03/30/2009 | Date Work Began: | 04/27/2009 | Original Contract Time: | 150 |
Date Contract Executed: | 04/08/2009 | Date Time Stopped: | 07/02/2010 | Current Time Charged: | 432.00 |
Date NTP Issued: | 04/13/2009 | Completion Date: | 07/02/2010 | Current Time Allowed: | 412.00 |
General Liability Expires: | 06/30/2011 | Workman's Comp Expires: | 06/30/2011 | Percent Time Used: | 104.85 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $6,580,826.80 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $6,628,424.90 | Participating: | $6,275,241.10 | $6,324,168.81 | $-48,927.71 | ||
Percent Complete: | 98.66 % | Non Participating: | $190,112.29 | $188,260.27 | $1,852.02 | ||
Funds Available: | $88,423.13 | Non ARRA: | $3,300.00 | $3,300.00 | $0.00 | ||
Unearned Balance: | $136,021.23 | Total Earnings: | $6,468,653.39 | $6,515,729.08 | $-47,075.69 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $6,468,653.39 | $6,515,729.08 | $-47,075.69 | ||||
Other Adjustments: | $139,750.28 | $107,750.28 | $32,000.00 | ||||
Liq Dam/Disincentive: | $-116,000.00 | $-132,000.00 | $16,000.00 | ||||
TOTAL: | $6,492,403.67 | $6,491,479.36 | $924.31 |
Contract ID: | 090319 | Estimate Number: | 0020 | Primary JP: | 26240(06) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | special provision replacement | Approved | 06/08/2009 | 0.0 | $0.00 |
002 | Removal of Curb and Gutter/ Veg. Mulch | Approved | 02/11/2010 | 0.0 | $-4.89 |
003 | Extending Project | Approved | 04/09/2010 | 30.0 | $-1.63 |
004 | Additional time and Milling deduction | Approved | 03/16/2011 | 32.0 | $-47,591.58 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
26240(06) | 0008 | ASCO MIX-S36422OK | Stockpiled Material Adjustment | 0005 | $-190,347.09 |
26240(06) | 0008 | ASCO MIX-S36422OK | Stockpiled Material Initial Payment | 0005 | $353,528.55 |
26240(06) | 0008 | ASCO MIX-S36422OK | Stockpiled Material Adjustment | 0006 | $-78,204.63 |
26240(06) | 0008 | ASCO MIX-S36422OK | Stockpiled Material Adjustment | 0007 | $-84,976.83 |
26240(06) | 0010 | ASCO MIX-S47028OK | Stockpiled Material Initial Payment | 0010 | $250,425.00 |
26240(06) | 0010 | ASCO MIX-S47028OK | Stockpiled Material Adjustment | 0013 | $-139,601.92 |
26240(06) | 0010 | ASCO MIX-S47028OK | Stockpiled Material Adjustment | 0012 | $-110,823.08 |
26240(06) | 0011 | ASCO MIX-S46422OK | Stockpiled Material Initial Payment | 0010 | $106,728.75 |
26240(06) | 0011 | ASCO MIX-S46422OK | Stockpiled Material Adjustment | 0013 | $-106,728.75 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0010 | -2.0 | $1,000.00 | $-2,000.00 |
System Application of Liquidated Damages | 0011 | -8.0 | $1,000.00 | $-8,000.00 |
System Application of Liquidated Damages | 0012 | -11.0 | $1,000.00 | $-11,000.00 |
System Application of Liquidated Damages | 0013 | -13.0 | $1,000.00 | $-13,000.00 |
System Application of Liquidated Damages | 0014 | -2.0 | $1,000.00 | $-2,000.00 |
System Application of Liquidated Damages | 0015 | -0.0 | $1,000.00 | $0.00 |
System Application of Liquidated Damages | 0016 | --15 | $1,000.00 | $15,000.00 |
System Application of Liquidated Damages | 0017 | -0.0 | $1,000.00 | $0.00 |
System Application of Liquidated Damages | 0018 | -15.0 | $1,000.00 | $-15,000.00 |
System Application of Liquidated Damages | 0019 | -0.0 | $1,000.00 | $0.00 |
System Application of Liquidated Damages | 0020 | --16 | $1,000.00 | $16,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Milestone Adjust. (Prog. Est. Only) | 0020 | $32,000.00 | Subtotals For Contract Adjustments | $32,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
26240(06) | 0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0008 | 0.00 | $0.00 | $3,537.74 |
26240(06) | 0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $1,369.39 |
26240(06) | 0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $9,202.38 |
26240(06) | 0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $-0.23 |
26240(06) | 0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | -237.97 | $2.69 | $-640.16 |
26240(06) | 0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $640.16 |
26240(06) | 0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0004 | 0.00 | $0.00 | $-477.50 |
26240(06) | 0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 0.00 | $0.00 | $3,871.59 |
26240(06) | 0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 0.00 | $0.00 | $1,590.65 |
26240(06) | 0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $3,314.72 |
26240(06) | 0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $774.17 |
26240(06) | 0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $428.99 |
26240(06) | 0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $2,264.37 |
26240(06) | 0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0012 | 0.00 | $0.00 | $-477.50 |
26240(06) | 0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $21,425.67 |
26240(06) | 0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $-2.25 |
26240(06) | 0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $149.33 |
26240(06) | 0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | -55.51 | $2.69 | $-149.33 |
26240(06) | 0010 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $1,460.91 |
26240(06) | 0010 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $2,384.23 |
26240(06) | 0010 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $119.36 |
26240(06) | 0010 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $7,040.82 |
26240(06) | 0010 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $0.55 |
26240(06) | 0010 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | -0.18 | $3.07 | $-0.55 |
26240(06) | 0011 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $2,147.29 |
26240(06) | 0011 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $1,079.07 |
26240(06) | 0011 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $3,975.48 |
26240(06) | 0011 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $0.09 |
26240(06) | 0011 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | -0.03 | $3.07 | $-0.09 |
26240(06) | 8003 | (SP)ASPH.CONC.,TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $9,202.38 |
26240(06) | 8003 | (SP)ASPH.CONC.,TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $-0.23 |
26240(06) | 8004 | (SP)ASPH.CONC.,TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $7,209.43 |
26240(06) | 8004 | (SP)ASPH.CONC.,TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $12,515.07 |
26240(06) | 8004 | (SP)ASPH.CONC.,TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $1,698.91 |
26240(06) | 8004 | (SP)ASPH.CONC.,TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $0.51 |
26240(06) | 8004 | (SP)ASPH.CONC.,TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | -0.19 | $2.69 | $-0.51 |
26240(06) | 8006 | (SP)ASPH.CONC.,TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $7,040.82 |
26240(06) | 8007 | (SP)ASPH.CONC.,TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $1,079.07 |
26240(06) | 8007 | (SP)ASPH.CONC.,TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $3,975.48 | Subtotals For Line Item Adjustments | $107,750.28 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
01 | Late Completion of Stimulus Project | 10/17/2009 | 11/18/2009 | $2,000.00 | $-96,000.00 |
Contract ID: | 090319 | Estimate Number: | 0020 | Primary JP: | 26240(06) | |||
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: NH-STIM(028) | Project: 26240(06) | Category: 0100/ROADWAY NH-STIM(028) | ||||||||
0001 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 4,900.000 | 7,870.000 | 7,676.000 | $10.66 | $0.00 | $81,826.16 | |
0002 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $25,102.60 | $0.00 | $25,102.60 | |
0003 | SOLID SLAB SODDING | 230(A) 2806 | SY | 20,667.000 | 45,562.610 | 6,357.220 | 31,786.200 | $2.02 | $12,841.58 | $64,208.12 |
0004 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 2.000 | 2.000 | 3.000 | 3.000 | $743.91 | $2,231.73 | $2,231.73 |
0005 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 121.000 | 121.000 | 114.490 | $35.75 | $0.00 | $4,093.02 | |
0006 | TACK COAT | 407 0250 | GAL | 34,830.000 | 31,713.000 | 23,387.500 | $3.07 | $0.00 | $71,799.63 | |
0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 19,506.000 | 19,853.650 | -237.970 | 19,563.810 | $57.71 | $-13,733.25 | $1,129,027.47 |
0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 41,289.000 | 41,289.000 | -55.510 | 40,328.080 | $47.75 | $-2,650.60 | $1,925,665.83 |
0009 | (SP)ASPHALT CONCRETE TYPE S3(PATCHING)(PG 64-22 OK) | 411(S3) 6210 | TON | 2,807.000 | 4,039.060 | 3,868.510 | $48.96 | $0.00 | $189,402.25 | |
0010 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 13,004.000 | 13,953.880 | -0.180 | 13,924.510 | $71.34 | $-12.84 | $993,374.55 |
0011 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 7,689.000 | 7,725.740 | -0.030 | 7,773.760 | $52.31 | $-1.57 | $406,645.38 |
0012 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 81,840.000 | 83,542.000 | -210.000 | 83,332.000 | $0.05 | $-10.50 | $4,166.60 |
0013 | COLD MILLING BITUMINOUS PAVEMENT | 417 4267 | SY | 178,141.000 | 198,140.800 | -0.310 | 232,185.140 | $1.17 | $-0.36 | $271,656.62 |
0014 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 110,248.000 | 110,248.000 | 108,893.780 | $2.37 | $0.00 | $258,078.26 | |
0015 | (PL)SELF ADHESIVE STRESS RELIEF FABRIC INTERLAYER | 420(A) 4246 | SY | 33,827.000 | 33,827.000 | 31,136.950 | $6.94 | $0.00 | $216,090.43 | |
0016 | CORED HOLES | 426(A) 5095 | EA | 32,736.000 | 10,619.000 | 10,619.000 | $18.60 | $0.00 | $197,513.40 | |
0017 | PORTLAND CEMENT | 426(B) 5096 | TON | 131.000 | 15.330 | -0.002 | 15.320 | $106.26 | $-0.21 | $1,627.91 |
0018 | FLY ASH | 426(C) 5097 | TON | 524.000 | 38.200 | -0.002 | 38.140 | $53.13 | $-0.11 | $2,026.38 |
0019 | 1'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1513 | LF | 337.000 | 337.000 | 327.000 | $26.30 | $0.00 | $8,600.10 | |
0020 | SAWING PAVEMENT | 619(C) 0924 | LF | 3,000.000 | 367.000 | 367.000 | $6.50 | $0.00 | $2,385.50 | |
8009 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-4,870.41 | $-4,870.41 | $-4,870.41 |
8010 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-42,721.17 | $-42,721.17 | $-42,721.17 |
Subtotals For Category 0100/ROADWAY NH-STIM(028) | $-48,927.71 | $5,807,930.36 | ||||||||
Fed/State Project Number: NH-STIM(028) | Project: 26240(06) | Category: 0310/TRAFFIC SIGNING & STRIPING NH-STIM(028) | ||||||||
0021 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 84,707.000 | 94,907.150 | 110,126.000 | $0.90 | $0.00 | $99,113.40 | |
Subtotals For Category 0310/TRAFFIC SIGNING & STRIPING NH-STIM(028) | $0.00 | $99,113.40 | ||||||||
Fed/State Project Number: NH-STIM(028) | Project: 26240(06) | Category: 0340/TRAFFIC CONTROL NH-STIM(028) | ||||||||
0022 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $13,197.32 | $0.00 | $13,197.34 | |
Subtotals For Category 0340/TRAFFIC CONTROL NH-STIM(028) | $0.00 | $13,197.34 | ||||||||
Fed/State Project Number: NH-STIM(028) | Project: 26240(06) | Category: 0640/CONSTRUCTION NH-STIM(028) | ||||||||
0023 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $330,000.00 | $0.00 | $330,000.00 | |
0024 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
Subtotals For Category 0640/CONSTRUCTION NH-STIM(028) | $0.00 | $355,000.00 | ||||||||
Fed/State Project Number: NH-STIM(028) | Project: 26240(06) | Category: 0850/Non ARRA Funding | ||||||||
8000 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 0.000 | 8.700 | 0.000 | $1,252.00 | $0.00 | $0.00 | |
8002 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 0.000 | 1.000 | 1.000 | $3,300.00 | $0.00 | $3,300.00 | |
Subtotals For Category 0850/Non ARRA Funding | $0.00 | $3,300.00 | ||||||||
Fed/State Project Number: NH-STIM(028) | Project: 26240(06) | Category: 0900/Federal Non Participating | ||||||||
8001 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 0.000 | 131.000 | 122.000 | 122.000 | $15.21 | $1,855.62 | $1,855.62 |
8003 | (SP)ASPH.CONC.,TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 0.000 | 2,016.000 | 1,964.130 | $20.41 | $0.00 | $40,087.89 | |
8004 | (SP)ASPH.CONC.,TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 0.000 | 4,703.850 | -0.190 | 4,572.480 | $18.96 | $-3.60 | $86,694.23 |
8005 | (SP)ASPH.CONC.,TYPE S3(PATCH)(PG64-22OK) | 411(S3) 6210 | TON | 0.000 | 170.550 | 0.000 | $23.91 | $0.00 | $0.00 | |
8006 | (SP)ASPH.CONC.,TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 0.000 | 1,344.150 | 1,314.960 | $18.59 | $0.00 | $24,445.11 | |
8007 | (SP)ASPH.CONC.,TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 0.000 | 895.950 | 944.000 | $23.76 | $0.00 | $22,429.44 | |
8008 | MOBILIZATION | 641 1552 | LSUM | 0.000 | 1.000 | 1.000 | $14,600.00 | $0.00 | $14,600.00 | |
Subtotals For Category 0900/Federal Non Participating | $1,852.02 | $190,112.29 | ||||||||
Subtotals For Project NH-STIM(028) /26240(06) | $-47,075.69 | $6,468,653.39 |