Contract ID: | 110251 | Estimate Number: | 0009 | Contract No: | 710611 | |||
Residency: | PURCELL (03200) | Estimate Type: | Progressive | Account No: | 436300 | |||
Project Number(s): | BRO-144D(095)CI | ||||||||||||
Primary Job Piece No: | 22526(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD (EW-146): OVER FINN CREEK 0.9 MI EAST OF SH-24 AND 1.0 MI SOUTH OF SH-59. PROJECT LENGTH = 0.264 MILES | ||||||||||||
Primary County: | MCCLAIN | ||||||||||||
Name of Road: | COUNTY ROAD | ||||||||||||
Prime Contractor: | K & R BUILDERS, INC. | ||||||||||||
P.O. BOX 656 | |||||||||||||
WHEATLAND , OK 73097 | |||||||||||||
Surety Company: | OHIO CASUALTY INSURANCE COMPANY | ||||||||||||
Date Let: | 10/20/2011 | NTP Effective Date: | 03/05/2012 | Pay Period: | 09/01/2012 TO 09/15/2012 |
Date Awarded: | 11/07/2011 | Date Work Began: | 03/05/2012 | Original Contract Time: | 150 |
Date Contract Executed: | 11/17/2011 | Date Time Stopped: | Current Time Charged: | 117.00 | |
Date NTP Issued: | 11/22/2011 | Completion Date: | Current Time Allowed: | 150.00 | |
General Liability Expires: | 05/01/2013 | Workman's Comp Expires: | 07/01/2013 | Percent Time Used: | 78.00 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $835,867.08 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $835,867.08 | Participating: | $504,406.35 | $403,563.35 | $100,843.00 | ||
Percent Complete: | 61.15 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $324,755.63 | Total Earnings: | $504,406.35 | $403,563.35 | $100,843.00 | ||
Unearned Balance: | $324,755.63 | Stockpiled Materials: | $6,705.10 | $4,626.20 | $2,078.90 | ||
Gross Earnings: | $511,111.45 | $408,189.55 | $102,921.90 | ||||
Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $511,111.45 | $408,189.55 | $102,921.90 |
Contract ID: | 110251 | Estimate Number: | 0009 | Primary JP: | 22526(04) | |||
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 |
22526(04) | 0019 | TYPE B4 CET - MOH | Stockpiled Material Initial Payment | 0009 | $50.90 |
22526(04) | 0020 | TYPE C4 CET - MOH | Stockpiled Material Initial Payment | 0009 | $61.50 |
22526(04) | 0026 | BEAMS - MOH | Stockpiled Material Initial Payment | 0001 | $102,683.02 |
22526(04) | 0026 | BEAMS - MOH | Stockpiled Material Adjustment | 0007 | $-102,683.02 |
22526(04) | 0028 | SEJ - MOH | Stockpiled Material Initial Payment | 0006 | $4,288.00 |
22526(04) | 0029 | TR1 RAIL - MOH | Stockpiled Material Initial Payment | 0009 | $2,304.70 |
22526(04) | 0030 | STRUCTURAL STEEL - MOH | Stockpiled Material Initial Payment | 0006 | $338.20 |
22526(04) | 0030 | STRUCTURAL STEEL - MOH | Stockpiled Material Adjustment | 0009 | $-338.20 |
22526(04) | 0031 | FIXED BEARING ASSEM - MOH | Stockpiled Material Adjustment | 0007 | $-6,108.80 |
22526(04) | 0031 | FIXED BEARING ASSEM - MOH | Stockpiled Material Initial Payment | 0006 | $6,108.80 |
22526(04) | 0032 | EXPANSION BEARING ASSEM - MOH | Stockpiled Material Adjustment | 0007 | $-3,054.40 |
22526(04) | 0032 | EXPANSION BEARING ASSEM - MOH | Stockpiled Material Initial Payment | 0006 | $3,054.40 |
22526(04) | 0040 | DRILLED SHAFTS - MOH | Stockpiled Material Initial Payment | 0004 | $19,994.48 |
22526(04) | 0040 | DRILLED SHAFTS - MOH | Stockpiled Material Adjustment | 0006 | $-19,994.48 | Subtotals For Stockpile Payments | $6,705.10 |
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 |
No line item adjustments have been created on this contract. | Subtotals For Line Item Adjustments | $0.00 |
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: | 110251 | Estimate Number: | 0009 | Primary JP: | 22526(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: BRO-144D(095)CI | Project: 22526(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $23,095.24 | $0.00 | $23,095.24 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 4,053.000 | 4,053.000 | 0.000 | 1,053.000 | $2.00 | $0.00 | $2,106.00 |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 6,088.000 | 6,088.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.000 | $5,335.00 | $0.00 | $0.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 100.000 | 100.000 | 256.000 | $2.50 | $0.00 | $640.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 200.000 | 200.000 | 84.000 | $7.15 | $0.00 | $600.60 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 9,056.000 | 9,056.000 | 0.000 | $1.80 | $0.00 | $0.00 | |
0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.870 | 1.870 | 0.000 | $100.00 | $0.00 | $0.00 | |
0009 | CEMENT KILN DUST | 307(B) 4210 | TON | 184.000 | 184.000 | 0.000 | $49.45 | $0.00 | $0.00 | |
0010 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 3,370.000 | 3,370.000 | 0.000 | $3.42 | $0.00 | $0.00 | |
0011 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 71.000 | 71.000 | 0.000 | $27.00 | $0.00 | $0.00 | |
0012 | PRIME COAT | 408 5774 | GAL | 511.000 | 511.000 | 0.000 | $7.50 | $0.00 | $0.00 | |
0013 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 742.000 | 742.000 | 0.000 | $79.00 | $0.00 | $0.00 | |
0014 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 351.500 | 351.500 | 0.000 | $94.00 | $0.00 | $0.00 | |
0015 | CLASS C CONCRETE | 509(D) 0325 | CY | 20.000 | 20.000 | 0.000 | $267.00 | $0.00 | $0.00 | |
0016 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 730.000 | 730.000 | 0.000 | $31.58 | $0.00 | $0.00 | |
0017 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 50.000 | 50.000 | 0.000 | $24.50 | $0.00 | $0.00 | |
0018 | 30" CORR. GALV. STEEL PIPE | 613(B) 0691 | LF | 50.000 | 50.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
0019 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 2.000 | 2.000 | 0.000 | 0.000 | $825.00 | $0.00 | $0.00 |
0020 | TYPE C4 CULVERT END TREATMENT | 613(M) 7188 | EA | 2.000 | 2.000 | 0.000 | 0.000 | $1,150.00 | $0.00 | $0.00 |
0021 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 2,580.000 | 2,580.000 | 1,290.000 | $4.75 | $0.00 | $6,127.50 | |
0022 | SAWING PAVEMENT | 619(C) 0924 | LF | 46.000 | 46.000 | 23.000 | $11.48 | $0.00 | $264.04 | |
0023 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 5,600.000 | 5,600.000 | 0.000 | $0.37 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $32,833.38 | ||||||||
Fed/State Project Number: BRO-144D(095)CI | Project: 22526(04) | Category: 0200/BRIDGE | ||||||||
0024 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 88.000 | 88.000 | 88.000 | $8.17 | $0.00 | $718.96 | |
0025 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 90.000 | 90.000 | 0.000 | $10.17 | $0.00 | $0.00 | |
0026 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 828.510 | 828.510 | 828.510 | $157.75 | $0.00 | $130,697.45 | |
0027 | SAW-CUT GROOVING | 504(B) 1305 | SY | 633.000 | 633.000 | 0.000 | $5.65 | $0.00 | $0.00 | |
0028 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 33.550 | 33.550 | 0.000 | $192.50 | $0.00 | $0.00 | |
0029 | CONCRETE RAIL (TR1) | 504(E) 1380 | LF | 485.200 | 485.200 | 0.000 | 0.000 | $63.83 | $0.00 | $0.00 |
0030 | STRUCTURAL STEEL | 506(A) 1322 | LB | 830.000 | 830.000 | 830.000 | 830.000 | $3.00 | $2,490.00 | $2,490.00 |
0031 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 16.000 | 16.000 | 16.000 | $750.00 | $0.00 | $12,000.00 | |
0032 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 8.000 | 8.000 | 8.000 | $750.00 | $0.00 | $6,000.00 | |
0033 | CLASS AA CONCRETE | 509(A) 1326 | CY | 159.700 | 159.700 | 159.700 | 159.700 | $488.33 | $77,986.30 | $77,986.30 |
0034 | CLASS A CONCRETE | 509(B) 1328 | CY | 96.200 | 96.200 | 96.200 | $497.00 | $0.00 | $47,811.40 | |
0035 | REINFORCING STEEL | 511(A) 1332 | LB | 46,820.000 | 46,820.000 | 23,410.000 | 46,820.000 | $0.87 | $20,366.70 | $40,733.40 |
0036 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 196.000 | 196.000 | 196.000 | $26.45 | $0.00 | $5,184.20 | |
0037 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 449.000 | 449.000 | 448.710 | $30.70 | $0.00 | $13,775.40 | |
0038 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 196.000 | 196.000 | 180.420 | $11.55 | $0.00 | $2,083.85 | |
0039 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 449.000 | 449.000 | 401.210 | $13.30 | $0.00 | $5,336.09 | |
0040 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 178.000 | 178.000 | 178.000 | $442.50 | $0.00 | $78,765.00 | |
0041 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 2,060.000 | 2,060.000 | 212.870 | $30.36 | $0.00 | $6,462.73 | |
0042 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 660.000 | 660.000 | 99.120 | $23.23 | $0.00 | $2,302.56 | |
0043 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $6,435.00 | $0.00 | $6,435.00 | |
0044 | GUARDRAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 0.000 | $2,230.00 | $0.00 | $0.00 | |
0045 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.750 | $2,500.00 | $0.00 | $1,875.00 | |
Subtotals For Category 0200/BRIDGE | $100,843.00 | $440,657.34 | ||||||||
Fed/State Project Number: BRO-144D(095)CI | Project: 22526(04) | Category: 0600/STAKING | ||||||||
0046 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.750 | $4,887.50 | $0.00 | $3,665.63 | |
Subtotals For Category 0600/STAKING | $0.00 | $3,665.63 | ||||||||
Fed/State Project Number: BRO-144D(095)CI | Project: 22526(04) | Category: 0640/CONSTRUCTION | ||||||||
0047 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $3,000.00 | $0.00 | $2,250.00 | |
0048 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $27,250.00 | ||||||||
Subtotals For Project BRO-144D(095)CI /22526(04) | $100,843.00 | $504,406.35 |