Contract ID: | 120140 | Estimate Number: | 0009 | Contract No: | 711072 | |||
Residency: | PERRY (04100) | Estimate Type: | Progressive | Account No: | 404400 | |||
Project Number(s): | SBR-136N(211)SB | ||||||||||||
Primary Job Piece No: | 28315(04) | ||||||||||||
Contract Description: | BRIDGE REHABILITATION US-60B/US-177: OVER US-60 IN TONKAWA. PROJECT LENGTH = 0.062 MILES. | ||||||||||||
Primary County: | KAY | ||||||||||||
Name of Road: | US-60B / US-177 | ||||||||||||
Prime Contractor: | K & R BUILDERS, INC. | ||||||||||||
P.O. BOX 656 | |||||||||||||
WHEATLAND , OK 73097 | |||||||||||||
Surety Company: | OHIO CASUALTY INSURANCE COMPANY | ||||||||||||
Date Let: | 03/15/2012 | NTP Effective Date: | 08/06/2012 | Pay Period: | 12/01/2012 TO 12/31/2012 |
Date Awarded: | 04/02/2012 | Date Work Began: | 08/06/2012 | Original Contract Time: | 90 |
Date Contract Executed: | 04/13/2012 | Date Time Stopped: | Current Time Charged: | 96.00 | |
Date NTP Issued: | 04/18/2012 | Completion Date: | Current Time Allowed: | 101.00 | |
General Liability Expires: | 05/01/2013 | Workman's Comp Expires: | 07/01/2013 | Percent Time Used: | 95.05 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $1,240,367.87 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $1,228,814.77 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 94.15 % | Non Participating: | $1,177,406.68 | $1,171,748.30 | $5,658.38 | ||
Funds Available: | $72,594.67 | Total Earnings: | $1,177,406.68 | $1,171,748.30 | $5,658.38 | ||
Unearned Balance: | $61,041.57 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $1,177,406.68 | $1,171,748.30 | $5,658.38 | ||||
Other Adjustments: | $366.52 | $366.52 | $0.00 | ||||
Liq Dam/Disincentive: | $-10,000.00 | $-10,000.00 | $0.00 | ||||
TOTAL: | $1,167,773.20 | $1,162,114.82 | $5,658.38 |
Contract ID: | 120140 | Estimate Number: | 0009 | Primary JP: | 28315(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | ACCEPT PLAN QUANTITY FOR UNCLASSIFIED EXCAVATION | Approved | 08/17/2012 | 0.0 | $0.00 |
002 | ADD 4 DAYS TO MILESTONE AND CONTRACT TIME | Approved | 11/19/2012 | 8.0 | $0.00 |
003 | REVISE BRIDGE ITEM PLAN QTYS, ADD COST ADJUSTMENT, ADD TIME | Approved | 11/19/2012 | 8.0 | $11,553.10 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
28315(04) | 0021 | Approach Slab Epoxy Reinf.Steel | Stockpiled Material Adjustment | 0003 | $-1,997.67 |
28315(04) | 0021 | Approach Slab Epoxy Reinf.Steel | Stockpiled Material Initial Payment | 0002 | $1,997.67 |
28315(04) | 0024 | Epoxy Reinf.Steel for Parapet walls | Stockpiled Material Initial Payment | 0002 | $2,888.28 |
28315(04) | 0024 | Epoxy Reinf.Steel for Parapet walls | Stockpiled Material Adjustment | 0006 | $-1,356.00 |
28315(04) | 0024 | Epoxy Reinf.Steel for Parapet walls | Stockpiled Material Adjustment | 0003 | $-1,532.28 |
28315(04) | 0027 | Slope Wall Reinf.Steel | Stockpiled Material Initial Payment | 0002 | $10,033.27 |
28315(04) | 0027 | Slope Wall Reinf.Steel | Stockpiled Material Adjustment | 0008 | $-325.79 |
28315(04) | 0027 | Slope Wall Reinf.Steel | Stockpiled Material Adjustment | 0007 | $-4,771.03 |
28315(04) | 0027 | Slope Wall Reinf.Steel | Stockpiled Material Adjustment | 0006 | $-1,549.04 |
28315(04) | 0027 | Slope Wall Reinf.Steel | Stockpiled Material Adjustment | 0005 | $-2,142.64 |
28315(04) | 0027 | Slope Wall Reinf.Steel | Stockpiled Material Adjustment | 0004 | $-1,244.77 |
28315(04) | 0028 | Reinf.Steel for Abut.2 Encapsulation | Stockpiled Material Adjustment | 0008 | $-15.58 |
28315(04) | 0028 | Reinf.Steel for Abut.2 Encapsulation | Stockpiled Material Adjustment | 0002 | $-335.42 |
28315(04) | 0028 | Reinf.Steel for Abut.2 Encapsulation | Stockpiled Material Initial Payment | 0002 | $351.00 |
28315(04) | 0029 | Epoxy Reinf.Steel for Bridge Deck - phase 1 | Stockpiled Material Initial Payment | 0001 | $21,535.00 |
28315(04) | 0029 | Epoxy Reinf.Steel for Bridge Deck - phase 1 | Stockpiled Material Adjustment | 0002 | $-21,535.00 |
28315(04) | 0029 | Epoxy Reinf.Steel for Barrier Slab | Stockpiled Material Initial Payment | 0002 | $4,213.19 |
28315(04) | 0029 | Epoxy Reinf.Steel for Barrier Slab | Stockpiled Material Adjustment | 0002 | $-4,213.19 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0007 | --3.0 | $750.00 | $-2,250.00 |
System Application of Liquidated Damages | 0008 | -3.0 | $750.00 | $2,250.00 | Subtotals For Liquidated Damages | $0.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Milestone Adjust. (Prog. Est. Only) | 0006 | $10,000.00 |
LD Adjustment (Prog. Est. Only) | 0007 | $2,250.00 |
LD Adjustment (Prog. Est. Only) | 0008 | $-2,250.00 | Subtotals For Contract Adjustments | $10,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
28315(04) | 0009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0006 | 0.00 | $0.00 | $-9,633.48 | Subtotals For Line Item Adjustments | $-9,633.48 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | Incentive/Disincentive for Early/Late Completion | 08/06/2012 | 10/25/2012 | 80.00 DYS | $2,000.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
01 | System Application of Disincentive Adj | 0006 | $-10,000.00 | Subtotals For Milestones | $-10,000.00 |
Contract ID: | 120140 | Estimate Number: | 0009 | Primary JP: | 28315(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: SBR-136N(211)SB | Project: 28315(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 200.000 | 200.000 | 152.100 | $11.00 | $0.00 | $1,673.10 | |
0002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 2,200.000 | 2,200.000 | 3,839.200 | $12.99 | $0.00 | $49,871.21 | |
0003 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,000.000 | 1,000.000 | 0.000 | 765.000 | $1.95 | $0.00 | $1,491.75 |
0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 4,000.000 | 4,000.000 | 0.000 | $2.40 | $0.00 | $0.00 | |
0005 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 152.000 | 152.000 | 0.000 | 173.740 | $72.00 | $0.00 | $12,509.28 |
0006 | FOG SEAL | 407(A) 4659 | GAL | 49.360 | 49.360 | 0.000 | $25.00 | $0.00 | $0.00 | |
0007 | TACK COAT | 407(B) 0250 | GAL | 185.130 | 185.130 | 0.000 | $4.00 | $0.00 | $0.00 | |
0008 | PRIME COAT | 408 5774 | GAL | 392.000 | 392.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 660.370 | 660.370 | 0.000 | 405.620 | $125.00 | $0.00 | $50,702.50 |
0010 | COLD MILLING PAVEMENT | 412 5267 | SY | 2,468.400 | 2,468.400 | 3,230.110 | $11.00 | $0.00 | $35,531.21 | |
0011 | CLASS AA CONCRETE | 509(A) 0319 | CY | 53.800 | 53.800 | 53.800 | $495.00 | $0.00 | $26,631.00 | |
0012 | CLASS C CONCRETE | 509(D) 0325 | CY | 17.300 | 17.300 | 0.000 | 17.360 | $525.00 | $0.00 | $9,114.00 |
0013 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 7,496.000 | 7,496.000 | 0.000 | 7,496.000 | $1.05 | $0.00 | $7,870.80 |
0014 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 510.000 | 510.000 | 510.000 | $3.50 | $0.00 | $1,785.00 | |
0015 | SAWING PAVEMENT | 619(C) 0924 | LF | 910.000 | 910.000 | 1,114.000 | $5.75 | $0.00 | $6,405.50 | |
0016 | (PL)GUARDRAIL CURBING | 623 0100 | EA | 4.000 | 4.000 | 4.000 | $657.00 | $0.00 | $2,628.00 | |
0017 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 945.500 | 945.500 | 945.000 | $18.00 | $0.00 | $17,010.00 | |
0018 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 2.000 | 2.000 | 2.000 | $775.00 | $0.00 | $1,550.00 | |
0019 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,500.00 | $0.00 | $10,000.00 | |
0020 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 6.000 | 6.000 | 6.000 | $1,500.00 | $0.00 | $9,000.00 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $243,773.35 | ||||||||
Fed/State Project Number: SBR-136N(211)SB | Project: 28315(04) | Category: 0200/BRIDGE A | ||||||||
0021 | APPROACH SLAB | 504(A) 1304 | SY | 204.400 | 204.400 | 0.000 | 204.400 | $205.00 | $0.00 | $41,902.00 |
0022 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,078.200 | 1,078.200 | 1,078.200 | $4.00 | $0.00 | $4,312.80 | |
0023 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 92.000 | 92.000 | 92.000 | $305.00 | $0.00 | $28,060.00 | |
0024 | CONCRETE PARAPET | 504(E) 1381 | LF | 652.000 | 652.000 | 0.000 | 652.000 | $95.00 | $0.00 | $61,940.00 |
0025 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,280.000 | 1,280.000 | 0.000 | 820.260 | $5.50 | $0.00 | $4,511.43 |
0026 | CLASS AA CONCRETE | 509(A) 1326 | CY | 241.800 | 246.800 | 246.800 | $780.00 | $0.00 | $192,504.00 | |
0027 | SLOPE WALL (4") | 510(C) 6137 | SY | 2,983.100 | 2,983.100 | 1,832.610 | $65.50 | $0.00 | $120,035.97 | |
0028 | REINFORCING STEEL | 511(A) 1332 | LB | 622.000 | 1,244.000 | 1,244.000 | $1.05 | $0.00 | $1,306.20 | |
0029 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 78,845.000 | 78,845.000 | 78,845.000 | $1.09 | $0.00 | $85,941.06 | |
0030 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $33,500.00 | $0.00 | $33,500.00 | |
0031 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $4,500.00 | $1,125.00 | $4,500.00 |
0032 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 340.200 | 340.200 | 111.140 | 288.920 | $4.60 | $511.24 | $1,329.03 |
0033 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 65.000 | 65.000 | 39.000 | $55.00 | $0.00 | $2,145.00 | |
0034 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 2.500 | 2.500 | 0.000 | 0.380 | $55.00 | $0.00 | $20.90 |
0035 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 11.000 | 11.000 | 11.460 | $650.00 | $0.00 | $7,449.00 | |
0036 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 186.000 | 186.000 | 186.000 | $4.00 | $0.00 | $744.00 | |
0037 | SEALER RESIN | 523(B) 6560 | GAL | 1.900 | 1.900 | 0.000 | 1.000 | $200.00 | $0.00 | $200.00 |
0038 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 59.800 | 59.800 | 59.840 | $25.00 | $0.00 | $1,496.00 | |
0039 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 4.000 | 4.000 | 0.000 | $1,100.00 | $0.00 | $0.00 | |
0040 | (PL)REPAIR BRIDGE ITEM (TYPE B) | 540 4525 | EA | 12.000 | 12.000 | 12.000 | $1,800.00 | $0.00 | $21,600.00 | |
0041 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $140,000.00 | $0.00 | $140,000.00 | |
8000 | CLASS AA CONCRETE | 509(A) 1326 | CY | 0.000 | 10.000 | 0.000 | 10.000 | $700.00 | $0.00 | $7,000.00 |
Subtotals For Category 0200/BRIDGE A | $1,636.24 | $760,497.39 | ||||||||
Fed/State Project Number: SBR-136N(211)SB | Project: 28315(04) | Category: 0300/TRAFFIC | ||||||||
0042 | (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 90.000 | 90.000 | 87.000 | $150.00 | $0.00 | $13,050.00 | |
0043 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 14,000.000 | 14,000.000 | 8,603.000 | 8,603.000 | $0.10 | $860.30 | $860.30 |
0044 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 4,144.000 | 4,144.000 | 4,132.000 | $0.12 | $0.00 | $495.84 | |
0045 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 10,000.000 | 10,000.000 | 656.000 | 3,296.000 | $0.07 | $45.92 | $230.72 |
0046 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 360.000 | 360.000 | 0.000 | $2.40 | $0.00 | $0.00 | |
0047 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 180.000 | 180.000 | 0.000 | $8.95 | $0.00 | $0.00 | |
0048 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 1,000.000 | 1,000.000 | 1,154.000 | $26.50 | $0.00 | $30,581.00 | |
0049 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 1,000.000 | 1,000.000 | 1,154.000 | $3.60 | $0.00 | $4,154.40 | |
0050 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 180.000 | 180.000 | 212.000 | $7.00 | $0.00 | $1,484.00 | |
0051 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 6,120.000 | 6,120.000 | 186.000 | 5,756.000 | $0.07 | $13.02 | $402.92 |
0052 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 720.000 | 720.000 | 310.000 | 5,938.000 | $3.60 | $1,116.00 | $21,376.80 |
0053 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,960.000 | 3,960.000 | 558.000 | 5,410.000 | $0.30 | $167.40 | $1,623.00 |
0054 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 14,520.000 | 14,520.000 | 6,054.000 | $0.07 | $0.00 | $423.78 | |
0055 | WING BARRICADES | 880(C) 8848 | SD | 720.000 | 720.000 | 0.000 | $0.18 | $0.00 | $0.00 | |
0056 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 2,790.000 | 2,790.000 | 930.000 | 17,660.000 | $1.15 | $1,069.50 | $20,309.00 |
0057 | DRUMS | 880(F) 8878 | SD | 12,240.000 | 12,240.000 | 13,126.000 | $0.43 | $0.00 | $5,644.18 | |
Subtotals For Category 0300/TRAFFIC | $3,272.14 | $100,635.94 | ||||||||
Fed/State Project Number: SBR-136N(211)SB | Project: 28315(04) | Category: 0600/STAKING | ||||||||
0058 | CONSTRUCTION STAKING LEVEL I | 642(A) 0095 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $7,500.00 | $750.00 | $7,500.00 |
Subtotals For Category 0600/STAKING | $750.00 | $7,500.00 | ||||||||
Fed/State Project Number: SBR-136N(211)SB | Project: 28315(04) | Category: 0640/CONSTRUCTION | ||||||||
0059 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $65,000.00 | $0.00 | $65,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $65,000.00 | ||||||||
Subtotals For Project SBR-136N(211)SB /28315(04) | $5,658.38 | $1,177,406.68 |