Contract ID: | 120003 | Estimate Number: | 0004 | Contract No: | 710958 | |||
Residency: | ANTLERS (02100) | Estimate Type: | Progressive | Account No: | 400200 | |||
Project Number(s): | NHY-013N(148)3P | ||||||||||||
Primary Job Piece No: | 26295(08) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION (UTBWC) US-69: BEGIN 1.07 MILES NORTH OF SH-78, EXTEND NORTH (SOUTHBOUND LANES ONLY). PROJECT LENGTH = 8.00 MILES | ||||||||||||
Primary County: | BRYAN | ||||||||||||
Name of Road: | US-69 | ||||||||||||
Prime Contractor: | THE CUMMINS CONSTRUCTION CO., INC. | ||||||||||||
P. O. BOX 748 | |||||||||||||
ENID , OK 73702 | |||||||||||||
Surety Company: | HARTFORD ACCIDENT & INDEMNITY COMPANY | ||||||||||||
Date Let: | 02/16/2012 | NTP Effective Date: | 07/02/2012 | Pay Period: | 07/16/2012 TO 07/31/2012 |
Date Awarded: | 03/05/2012 | Date Work Began: | 05/29/2012 | Original Contract Time: | 120 |
Date Contract Executed: | 03/14/2012 | Date Time Stopped: | Current Time Charged: | 51.00 | |
Date NTP Issued: | 03/21/2012 | Completion Date: | Current Time Allowed: | 120.00 | |
General Liability Expires: | 09/01/2012 | Workman's Comp Expires: | 01/01/2013 | Percent Time Used: | 42.50 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $4,152,484.83 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $4,152,484.83 | Participating: | $319,617.13 | $250,798.23 | $68,818.90 | ||
Percent Complete: | 7.70 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $3,832,790.77 | Total Earnings: | $319,617.13 | $250,798.23 | $68,818.90 | ||
Unearned Balance: | $3,832,790.77 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $319,617.13 | $250,798.23 | $68,818.90 | ||||
Other Adjustments: | $76.93 | $0.00 | $76.93 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $319,694.06 | $250,798.23 | $68,895.83 |
Contract ID: | 120003 | Estimate Number: | 0004 | Primary JP: | 26295(08) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
No change orders have been created for this contract. |
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 |
26295(08) | 0008 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 47.31 | $1.62 | $76.93 | Subtotals For Line Item Adjustments | $76.93 |
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: | 120003 | Estimate Number: | 0004 | Primary JP: | 26295(08) | |||
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-013N(148)3P | Project: 26295(08) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 400.000 | 400.000 | 200.000 | 400.000 | $16.50 | $3,300.00 | $6,600.00 |
0002 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 260.000 | 260.000 | 56.560 | 150.630 | $60.00 | $3,393.60 | $9,037.80 |
0003 | SEPARATOR FABRIC | 325 5271 | SY | 1,965.000 | 1,965.000 | 372.670 | 1,032.010 | $1.50 | $559.01 | $1,548.02 |
0004 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 5,660.000 | 5,660.000 | 0.000 | $21.00 | $0.00 | $0.00 | |
0005 | ULTRA-THIN BONDED WEARING COURSE, TYPE C | 404(G) 4845 | TON | 18,098.000 | 18,098.000 | 0.000 | $93.30 | $0.00 | $0.00 | |
0006 | POLYMER MODIFIED CATIONIC RAPID SET - 1 | 407(C) 0300 | GAL | 37,207.000 | 37,207.000 | 0.000 | $3.05 | $0.00 | $0.00 | |
0007 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 14,962.000 | 14,962.000 | 0.000 | $71.10 | $0.00 | $0.00 | |
0008 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 5,156.000 | 5,156.000 | 47.310 | 47.310 | $66.80 | $3,160.31 | $3,160.31 |
0009 | COLD MILLING PAVEMENT | 412 5267 | SY | 16,720.000 | 16,720.000 | 6,881.110 | 6,881.110 | $2.10 | $14,450.33 | $14,450.33 |
0010 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 85,878.000 | 85,878.000 | 0.000 | $0.11 | $0.00 | $0.00 | |
0011 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 412.000 | 412.000 | 83.560 | $67.00 | $0.00 | $5,598.52 | |
0012 | FULL DEPTH P.C. CONCRETE PATCHING(PLACEMENT ONLY) | 414(E) 0225 | SY | 2,900.000 | 2,900.000 | 62.110 | 113.450 | $95.00 | $5,900.45 | $10,777.75 |
0013 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 697.000 | 697.000 | 15.520 | 49.240 | $120.00 | $1,862.40 | $5,908.80 |
0014 | TYPE 3 TERMINAL JOINT | 414(I) 5266 | EA | 2.000 | 2.000 | 1.000 | $7,000.00 | $0.00 | $7,000.00 | |
0015 | TERMINAL JOINT SLEEPER SLAB | 414(J) 5263 | SY | 125.000 | 125.000 | 31.120 | 93.360 | $150.00 | $4,668.00 | $14,004.00 |
0016 | CONCRETE JOINT SEALING | 415 6300 | LF | 800.000 | 800.000 | 308.000 | $4.00 | $0.00 | $1,232.00 | |
0017 | APPROACH SLAB | 504(A) 1304 | SY | 280.000 | 280.000 | 70.000 | 210.000 | $160.00 | $11,200.00 | $33,600.00 |
0018 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 1,000.000 | 1,000.000 | 0.000 | $6.50 | $0.00 | $0.00 | |
0019 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 500.000 | 500.000 | 0.000 | $4.75 | $0.00 | $0.00 | |
0020 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 4.000 | 4.000 | 0.000 | $980.00 | $0.00 | $0.00 | |
0021 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.250 | 0.500 | $1,620.00 | $405.00 | $810.00 |
0022 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 1,115.000 | 1,115.000 | 630.660 | 1,089.320 | $30.00 | $18,919.80 | $32,679.60 |
0023 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 3.000 | 3.000 | 2.000 | 2.000 | $500.00 | $1,000.00 | $1,000.00 |
Subtotals For Category 0100/ROADWAY | $68,818.90 | $147,407.13 | ||||||||
Fed/State Project Number: NHY-013N(148)3P | Project: 26295(08) | Category: 0300/TRAFFIC | ||||||||
0024 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 88,200.000 | 88,200.000 | 0.000 | $0.44 | $0.00 | $0.00 | |
0025 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 14,800.000 | 14,800.000 | 0.000 | $0.66 | $0.00 | $0.00 | |
0026 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 3,000.000 | 3,000.000 | 0.000 | $0.88 | $0.00 | $0.00 | |
0027 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.350 | $20,600.00 | $0.00 | $7,210.00 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $7,210.00 | ||||||||
Fed/State Project Number: NHY-013N(148)3P | Project: 26295(08) | Category: 0640/CONSTRUCTION | ||||||||
0028 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $165,000.00 | $0.00 | $165,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $165,000.00 | ||||||||
Subtotals For Project NHY-013N(148)3P /26295(08) | $68,818.90 | $319,617.13 |