Contract ID: | 100035 | Estimate Number: | 0008 | Contract No: | 510987 | |||
Residency: | PERRY (04100) | Estimate Type: | Progressive | Account No: | 555400 | |||
Project Number(s): | STP-STIM(452)EH | ||||||||||||
Primary Job Piece No: | 27191(04) | ||||||||||||
Contract Description: | PEDESTRIAN IMPROVEMENTS US-60B & US/US-77: ON US-60 BUS. RD, FROM MAIN ST. EXT. EAST. ON US-77, FROM GRAND AVE. EXT. SOUTH IN THE TOWN OF TONKAWA. PROJECT LENGTH = 0.748 MILES. PREQUALIFICATION FOR THIS PROJECT HAS BEEN WAIVED. | ||||||||||||
Primary County: | KAY | ||||||||||||
Name of Road: | US-60BUS/US-77 | ||||||||||||
Prime Contractor: | HEMBREE & HODGSON CONSTRUCTION, LLC | ||||||||||||
4501 N. HWY. 77 ACCESS ROAD | |||||||||||||
PONCA CIITY , OK 74601 | |||||||||||||
Surety Company: | OKLAHOMA SURETY COMPANY | ||||||||||||
Date Let: | 02/25/2010 | NTP Effective Date: | 05/03/2010 | Pay Period: | 08/01/2010 TO 08/15/2010 |
Date Awarded: | 03/01/2010 | Date Work Began: | 04/19/2010 | Original Contract Time: | 60 |
Date Contract Executed: | 03/09/2010 | Date Time Stopped: | Current Time Charged: | 119.00 | |
Date NTP Issued: | 03/22/2010 | Completion Date: | Current Time Allowed: | 120.00 | |
General Liability Expires: | 06/12/2011 | Workman's Comp Expires: | 04/01/2011 | Percent Time Used: | 99.17 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $335,082.11 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $323,564.00 | Participating: | $328,287.77 | $323,485.40 | $4,802.37 | ||
Percent Complete: | 97.97 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $6,794.34 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $-4,723.77 | Total Earnings: | $328,287.77 | $323,485.40 | $4,802.37 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $328,287.77 | $323,485.40 | $4,802.37 | ||||
Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $328,287.77 | $323,485.40 | $4,802.37 |
Contract ID: | 100035 | Estimate Number: | 0008 | Primary JP: | 27191(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | PROVIDE FOR OVERRUNS OF HANDRAIL AND CURB & GUTTER | Approved | 08/09/2010 | 0.0 | $11,518.11 |
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. |
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 |
No line item adjustments have been created on this contract. | Subtotals For Line Item Adjustments | $0.00 |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 100035 | Estimate Number: | 0008 | Primary JP: | 27191(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: STP-STIM(452)EH | Project: 27191(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 100.000 | 100.000 | 0.000 | 10.260 | $29.30 | $0.00 | $300.62 |
0002 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,075.000 | 1,075.000 | 0.000 | $1.88 | $0.00 | $0.00 | |
0003 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 1.000 | 1.000 | 0.000 | $650.00 | $0.00 | $0.00 | |
0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 580.000 | 580.000 | 0.000 | 512.860 | $5.00 | $0.00 | $2,564.30 |
0005 | AGGREGATE BASE | 303 0192 | CY | 263.000 | 263.000 | -40.970 | 352.530 | $52.38 | $-2,146.01 | $18,465.53 |
0006 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 253.000 | 253.000 | 0.000 | 338.500 | $76.00 | $0.00 | $25,726.00 |
0007 | CLSM BACKFILL | 501(G) 6309 | CY | 60.000 | 60.000 | 21.000 | $127.00 | $0.00 | $2,667.00 | |
0008 | HANDRAILING | 504(G) 6006 | LF | 76.000 | 146.000 | 27.000 | 146.000 | $96.50 | $2,605.50 | $14,089.00 |
0009 | TYPE IV GROUTED RIPRAP | 601(D) 1390 | SY | 70.000 | 70.000 | 18.330 | $72.93 | $0.00 | $1,336.81 | |
0010 | 2'-8" COMB. CURB & GUTTER (4" MNTBLE) | 609(B) 1523 | LF | 512.000 | 664.000 | 664.000 | $22.13 | $0.00 | $14,694.32 | |
0011 | 2'-8" COMB. CURB & GUTTER (6" MNTBLE) | 609(B) 1524 | LF | 528.000 | 585.000 | 585.000 | $24.55 | $0.00 | $14,361.75 | |
0012 | (PL)SPECIALTY CURB | 609(E) 0150 | LF | 155.000 | 155.000 | 220.000 | $33.20 | $0.00 | $7,304.00 | |
0013 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 2,603.000 | 2,603.000 | 24.890 | 2,108.950 | $41.76 | $1,039.41 | $88,069.76 |
0014 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 1,327.000 | 1,327.000 | 70.130 | 1,776.200 | $39.50 | $2,770.14 | $70,159.92 |
0015 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 376.000 | 376.000 | 385.000 | $20.45 | $0.00 | $7,873.25 | |
0016 | INLET GPI TYPE 2 (DES. 10) | 611(E) 5336 | EA | 1.000 | 1.000 | 1.000 | $3,550.00 | $0.00 | $3,550.00 | |
0017 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 10.000 | 10.000 | 12.000 | $147.00 | $0.00 | $1,764.00 | |
0018 | TRENCH EXCAVATION | 613(S) 1180 | CY | 10.000 | 10.000 | 20.000 | $24.00 | $0.00 | $480.00 | |
0019 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 5.000 | 5.000 | 11.460 | $82.00 | $0.00 | $939.72 | |
0020 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $6,298.00 | $0.00 | $6,298.00 | |
0021 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 1,327.000 | 1,327.000 | 70.130 | 1,776.200 | $7.76 | $544.21 | $13,783.33 |
0022 | REMOVAL OF CURB | 619(B) 4791 | LF | 900.000 | 900.000 | 413.000 | $6.81 | $0.00 | $2,812.53 | |
0023 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 2,074.000 | 2,074.000 | -2.290 | 2,049.040 | $4.75 | $-10.88 | $9,732.93 |
0024 | SAWING PAVEMENT | 619(C) 0924 | LF | 100.000 | 100.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $4,802.37 | $306,972.77 | ||||||||
Fed/State Project Number: STP-STIM(452)EH | Project: 27191(04) | Category: 0300/TRAFFIC | ||||||||
0025 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 888.000 | 888.000 | 0.000 | 0.000 | $3.50 | $0.00 | $0.00 |
0026 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.940 | $6,000.00 | $0.00 | $5,640.00 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $5,640.00 | ||||||||
Fed/State Project Number: STP-STIM(452)EH | Project: 27191(04) | Category: 0600/STAKING | ||||||||
0027 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.950 | $6,500.00 | $0.00 | $6,175.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $6,175.00 | ||||||||
Fed/State Project Number: STP-STIM(452)EH | Project: 27191(04) | Category: 0640/CONSTRUCTION | ||||||||
0028 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $9,500.00 | $0.00 | $9,500.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $9,500.00 | ||||||||
Subtotals For Project STP-STIM(452)EH /27191(04) | $4,802.37 | $328,287.77 |