Contract ID: | 120200 | Estimate Number: | 0006 | Contract No: | 810122 | |||
Residency: | GUYMON (06200) | Estimate Type: | Progressive | Account No: | 434600 | |||
Project Number(s): | CIRB-113C(058)RB | ||||||||||||
Primary Job Piece No: | 24823(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, AND SURFACE COUNTY ROAD (EW-35): FROM THE US-287/TEXAS STATE LINE JUNCTION, EXTEND WEST. PROJECT LENGTH = 6.151 MILES. | ||||||||||||
Primary County: | CIMARRON | ||||||||||||
Name of Road: | COUNTY ROAD | ||||||||||||
Prime Contractor: | HIGHWAY CONTRACTORS, INC. | ||||||||||||
P. O. BOX 487 | |||||||||||||
GUYMON , OK 73942 | |||||||||||||
Surety Company: | TRAVELERS INDEMNITY COMPANY | ||||||||||||
Date Let: | 06/21/2012 | NTP Effective Date: | 08/13/2012 | Pay Period: | 11/01/2012 TO 11/15/2012 |
Date Awarded: | 07/02/2012 | Date Work Began: | 08/09/2012 | Original Contract Time: | 120 |
Date Contract Executed: | 07/18/2012 | Date Time Stopped: | Current Time Charged: | 84.00 | |
Date NTP Issued: | 07/20/2012 | Completion Date: | Current Time Allowed: | 120.00 | |
General Liability Expires: | 08/01/2013 | Workman's Comp Expires: | 04/01/2013 | Percent Time Used: | 70.00 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $3,385,570.79 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $3,382,570.79 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 90.62 % | Non Participating: | $3,102,294.01 | $3,074,217.87 | $28,076.14 | ||
Funds Available: | $317,730.11 | Total Earnings: | $3,102,294.01 | $3,074,217.87 | $28,076.14 | ||
Unearned Balance: | $314,730.11 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $3,102,294.01 | $3,074,217.87 | $28,076.14 | ||||
Other Adjustments: | $-34,453.33 | $-34,453.33 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $3,067,840.68 | $3,039,764.54 | $28,076.14 |
Contract ID: | 120200 | Estimate Number: | 0006 | Primary JP: | 24823(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Earthwork | Approved | 09/27/2012 | 0.0 | $3,000.00 |
002 | Pipe Safety Grates | Pending | 0 | 0.0 | $1,720.48 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
No material stockpiles have been created for this contract. | 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 |
24823(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 2,493.25 | $-0.83 | $-2,081.24 |
24823(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 16,220.71 | $-1.04 | $-16,946.59 |
24823(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0004 | 0.00 | $0.00 | $-4,542.12 |
24823(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 9,115.06 | $-1.19 | $-10,883.38 | Subtotals For Line Item Adjustments | $-34,453.33 | * = 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: | 120200 | Estimate Number: | 0006 | Primary JP: | 24823(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: CIRB-113C(058)RB | Project: 24823(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 9,514.000 | 0.000 | 0.000 | $4.75 | $0.00 | $0.00 | |
0002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 2,024.000 | 0.000 | 0.000 | $7.50 | $0.00 | $0.00 | |
0003 | MACHINE GRADING | 209 0120 | LF | 29,334.000 | 29,334.000 | 29,334.000 | $1.50 | $0.00 | $44,001.00 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,250.000 | 1,250.000 | 151.000 | $1.30 | $0.00 | $196.30 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 1,050.000 | 1,050.000 | 0.000 | $5.94 | $0.00 | $0.00 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 30,704.000 | 30,704.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 6.350 | 6.350 | 0.000 | $900.00 | $0.00 | $0.00 | |
0008 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 86,578.000 | 86,578.000 | 86,300.000 | $5.00 | $0.00 | $431,500.00 | |
0009 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 3,227.000 | 3,227.000 | 0.000 | $27.50 | $0.00 | $0.00 | |
0010 | TACK COAT | 407(B) 0250 | GAL | 6,154.000 | 6,154.000 | 4,860.000 | $2.99 | $0.00 | $14,531.40 | |
0011 | PRIME COAT | 408 5774 | GAL | 18,182.000 | 18,182.000 | 23,570.000 | $4.00 | $0.00 | $94,280.00 | |
0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 18,846.000 | 18,846.000 | 18,713.960 | $81.40 | $0.00 | $1,523,316.34 | |
0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 9,136.000 | 9,136.000 | 9,115.060 | $87.15 | $0.00 | $794,377.48 | |
0014 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 100.000 | 100.000 | 100.000 | $50.00 | $0.00 | $5,000.00 | |
0015 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 49.000 | 49.000 | 56.000 | $65.00 | $0.00 | $3,640.00 | |
0016 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 2.000 | 2.000 | 2.000 | $2,200.00 | $0.00 | $4,400.00 | |
0017 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 2.000 | 2.000 | 2.000 | $2,200.00 | $0.00 | $4,400.00 | |
0018 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 1,218.000 | 1,218.000 | 1,221.960 | $5.00 | $0.00 | $6,109.80 | |
0019 | SAWING PAVEMENT | 619(C) 0924 | LF | 104.000 | 104.000 | 125.000 | $3.00 | $0.00 | $375.00 | |
0020 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 75.440 | 75.440 | 25.720 | 25.720 | $28.00 | $720.16 | $720.16 |
0021 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 111,533.000 | 111,533.000 | 63,427.500 | 63,427.500 | $0.37 | $23,468.18 | $23,468.18 |
0022 | TRAFFIC STRIPE(MULTI-POLY.)(SYMBOLS) | 856(B) 8870 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $1,250.00 | $2,500.00 | $2,500.00 |
0023 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.120 | 0.800 | $11,565.00 | $1,387.80 | $9,252.00 |
8000 | EARTHWORK | 202(H) 0185 | LSUM | 0.000 | 1.000 | 0.900 | $60,371.50 | $0.00 | $54,334.35 | |
8001 | REMOVAL OF EXISTING STRUCTURES | 619(B) 4778 | EA | 0.000 | 1.000 | 1.000 | $3,000.00 | $0.00 | $3,000.00 | |
Subtotals For Category 0100/ROADWAY | $28,076.14 | $3,019,402.01 | ||||||||
Fed/State Project Number: CIRB-113C(058)RB | Project: 24823(04) | Category: 0600/STAKING | ||||||||
0024 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $31,000.00 | $0.00 | $27,900.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $27,900.00 | ||||||||
Fed/State Project Number: CIRB-113C(058)RB | Project: 24823(04) | Category: 0640/CONSTRUCTION | ||||||||
0025 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $5,000.00 | $0.00 | $3,750.00 | |
0026 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $51,242.00 | $0.00 | $51,242.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $54,992.00 | ||||||||
Subtotals For Project CIRB-113C(058)RB /24823(04) | $28,076.14 | $3,102,294.01 |