Contract ID: | 120095 | Estimate Number: | 0003 | Contract No: | 710971 | |||
Residency: | ADA (03100) | Estimate Type: | Progressive | Account No: | 400300 | |||
Project Number(s): | STPY-135B(130)3P, STPY-135B(131)3P | ||||||||||||
Primary Job Piece No: | 28218(04) | ||||||||||||
Contract Description: | RESURFACE (ASPHALT) SH-99: FROM THE MARSHALL COUNTY LINE, EXTEND NORTH. PROJECT LENGTH = 6.04 MILES. | ||||||||||||
Primary County: | JOHNSTON | ||||||||||||
Name of Road: | SH-99 | ||||||||||||
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: | 06/13/2012 TO 06/30/2012 |
Date Awarded: | 03/05/2012 | Date Work Began: | 05/09/2012 | Original Contract Time: | 45 |
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: | 45.00 | |
General Liability Expires: | 09/01/2012 | Workman's Comp Expires: | 01/01/2013 | Percent Time Used: | 113.33 % |
Specification Year: | 2009 | Date Approved: | 07/05/2012 | ||
Current Contract Amount: | $1,062,142.16 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $1,062,142.16 | Participating: | $886,020.07 | $711,893.95 | $174,126.12 | ||
Percent Complete: | 84.25 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $167,236.87 | Total Earnings: | $886,020.07 | $711,893.95 | $174,126.12 | ||
Unearned Balance: | $167,236.87 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $886,020.07 | $711,893.95 | $174,126.12 | ||||
Other Adjustments: | $13,385.22 | $11,376.07 | $2,009.15 | ||||
Liq Dam/Disincentive: | $-4,500.00 | $0.00 | $-4,500.00 | ||||
TOTAL: | $894,905.29 | $723,270.02 | $171,635.27 |
Contract ID: | 120095 | Estimate Number: | 0003 | Primary JP: | 28218(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Trackless Tack | Approved | 06/18/2012 | 0.0 | $0.00 |
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 |
System Application of Liquidated Damages | 0003 | --6.0 | $750.00 | $-4,500.00 | Subtotals For Liquidated Damages | $-4,500.00 |
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 |
28218(04) | 0003 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0001 | 7,204.58 | $1.53 | $11,025.75 |
28218(04) | 0003 | SUPERPAVE, TYPE S5(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0001 | -2,426.04 | $1.00 | $-2,426.04 |
28218(04) | 0003 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 1,546.39 | $1.79 | $2,776.36 |
28218(04) | 0003 | SUPERPAVE, TYPE S5(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0003 | 1.00 | $404.34 | $404.34 |
28220(04) | 0008 | SUPERPAVE, TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 635.23 | $1.25 | $796.19 |
28220(04) | 0009 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 450.39 | $1.79 | $808.62 | Subtotals For Line Item Adjustments | $13,385.22 | * = 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: | 120095 | Estimate Number: | 0003 | Primary JP: | 28218(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: STPY-135B(130)3P | Project: 28218(04) | Category: 0100/ROADWAY - STPY-135B(130)3P | ||||||||
0001 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 764.000 | 764.000 | 1,159.740 | 1,644.500 | $28.90 | $33,516.49 | $47,526.05 |
0002 | TACK COAT | 407(B) 0250 | GAL | 7,687.000 | 7,687.000 | 8,988.250 | $3.10 | $0.00 | $27,863.58 | |
0003 | SUPERPAVE, TYPE S5(PG 64-22 OK) | 411(D) 5975 | TON | 9,139.000 | 9,139.000 | 0.000 | 8,750.970 | $67.39 | $0.00 | $589,727.87 |
0004 | COLD MILLING PAVEMENT | 412 5267 | SY | 667.000 | 667.000 | 0.000 | 1,568.110 | $10.30 | $0.00 | $16,151.53 |
0005 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | 855(A) 8840 | LF | 91,580.000 | 91,580.000 | 64,106.000 | 64,106.000 | $0.32 | $20,513.92 | $20,513.92 |
0006 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.200 | 0.900 | $10,000.00 | $2,000.00 | $9,000.00 |
Subtotals For Category 0100/ROADWAY - STPY-135B(130)3P | $56,030.41 | $710,782.95 | ||||||||
Subtotals For Project STPY-135B(130)3P /28218(04) | $56,030.41 | $710,782.95 |
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: STPY-135B(131)3P | Project: 28220(04) | Category: 0100/ROADWAY - STPY-135B(131)3P | ||||||||
0007 | TACK COAT | 407(B) 0250 | GAL | 441.000 | 441.000 | 340.375 | 340.375 | $3.10 | $1,055.16 | $1,055.16 |
0008 | SUPERPAVE, TYPE S2(PG 64-22 OK) | 411(A) 5930 | TON | 2,075.000 | 2,075.000 | 635.230 | 635.230 | $62.10 | $39,447.78 | $39,447.78 |
0009 | SUPERPAVE, TYPE S5(PG 64-22 OK) | 411(D) 5975 | TON | 1,038.000 | 1,038.000 | 450.390 | 450.390 | $72.42 | $32,617.24 | $32,617.24 |
0010 | COLD MILLING PAVEMENT | 412 5267 | SY | 17,647.000 | 17,647.000 | 283.110 | 2,730.890 | $2.85 | $806.86 | $7,783.03 |
0011 | FULL DEPTH P.C. CONCRETE PATCHING(PLACEMENT ONLY) | 414(E) 0225 | SY | 160.000 | 160.000 | 47.833 | 173.522 | $150.00 | $7,174.95 | $26,028.30 |
0012 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 36.000 | 36.000 | 10.631 | 38.563 | $120.00 | $1,275.72 | $4,627.56 |
0013 | CONCRETE JOINT SEALING | 415 6300 | LF | 8,517.000 | 8,517.000 | 8,517.000 | 8,517.000 | $4.00 | $34,068.00 | $34,068.00 |
0014 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 93.000 | 93.000 | 118.887 | $150.00 | $0.00 | $17,833.05 | |
0015 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 152.000 | 152.000 | 136.000 | $32.00 | $0.00 | $4,352.00 | |
0016 | TACTILE WARNING DEVICE-RETROFIT | 610(I) 4615 | SF | 32.000 | 32.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
0017 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 20,742.000 | 20,742.000 | 0.000 | $0.32 | $0.00 | $0.00 | |
0018 | TRAFFIC STRIPE(PLASTIC)(12" WIDE) | 855(A) 8818 | LF | 144.000 | 144.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0019 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.200 | 0.900 | $8,250.00 | $1,650.00 | $7,425.00 |
Subtotals For Category 0100/ROADWAY - STPY-135B(131)3P | $118,095.71 | $175,237.12 | ||||||||
Subtotals For Project STPY-135B(131)3P /28220(04) | $118,095.71 | $175,237.12 |