Contract ID: | 120305 | Estimate Number: | 0007 | Contract No: | 810211 | |||
Residency: | PERRY (04100) | Estimate Type: | Progressive | Account No: | 404400 | |||
Project Number(s): | SBR-136B(217)SB | ||||||||||||
Primary Job Piece No: | 27594(04) | ||||||||||||
Contract Description: | BRIDGE REHABILITATION US-60: OVER US-60B SOUTHWEST OF PONCA CITY. PROJECT LENGTH = 0.070 MILES. | ||||||||||||
Primary County: | KAY | ||||||||||||
Name of Road: | US-60 | ||||||||||||
Prime Contractor: | A. M. COHRON & SON, INC. | ||||||||||||
62180 GREAT RIVER ROAD | |||||||||||||
ATLANTIC , IA 50022 | |||||||||||||
Surety Company: | UNITED FIRE & CASUALTY CO. | ||||||||||||
Date Let: | 07/19/2012 | NTP Effective Date: | 12/03/2012 | Pay Period: | 01/16/2013 TO 01/31/2013 |
Date Awarded: | 08/06/2012 | Date Work Began: | 10/22/2012 | Original Contract Time: | 90 |
Date Contract Executed: | 08/21/2012 | Date Time Stopped: | Current Time Charged: | 72.00 | |
Date NTP Issued: | 08/24/2012 | Completion Date: | Current Time Allowed: | 104.00 | |
General Liability Expires: | 07/01/2013 | Workman's Comp Expires: | 07/01/2013 | Percent Time Used: | 69.23 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $803,988.45 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $768,838.37 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 74.68 % | Non Participating: | $600,379.33 | $408,586.85 | $191,792.48 | ||
Funds Available: | $203,609.12 | Total Earnings: | $600,379.33 | $408,586.85 | $191,792.48 | ||
Unearned Balance: | $168,459.04 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $600,379.33 | $408,586.85 | $191,792.48 | ||||
Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $600,379.33 | $408,586.85 | $191,792.48 |
Contract ID: | 120305 | Estimate Number: | 0007 | Primary JP: | 27594(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | ADD PAINTING, COLLECT.OF WASTE, 14 DAYS, CL.C CONC., CURBING | Approved | 11/02/2012 | 14.0 | $35,150.08 |
002 | ADD ASPHALT REMOVAL, CONCRETE SHOULDERS, CLSM, AND 7 DAYS | Pending | 0 | 7.0 | $48,036.17 |
003 | TRANSFER 2012 ASPHALT SPEC ON TYPE S4 TO THIS PROJECT | Approved | 01/29/2013 | 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 | |||||
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: | 120305 | Estimate Number: | 0007 | Primary JP: | 27594(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-136B(217)SB | Project: 27594(04) | Category: 0100/ROADWAY | ||||||||
0001 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 20.000 | 20.000 | 32.899 | 78.923 | $65.00 | $2,138.44 | $5,130.00 |
0002 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 58.280 | 58.280 | 0.000 | $750.00 | $0.00 | $0.00 | |
0003 | COLD MILLING PAVEMENT | 412 5267 | SY | 477.000 | 477.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0004 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 587.500 | 587.500 | 312.500 | 448.500 | $3.50 | $1,093.75 | $1,569.75 |
0005 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 475.000 | 475.000 | 100.000 | 200.000 | $15.50 | $1,550.00 | $3,100.00 |
0006 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 2.000 | 2.000 | 1.000 | 1.000 | $2,125.00 | $2,125.00 | $2,125.00 |
0007 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 6.000 | 6.000 | 1.000 | 3.000 | $1,600.00 | $1,600.00 | $4,800.00 |
8000 | CLASS C CONCRETE | 509(D) 0325 | CY | 0.000 | 4.000 | 0.000 | $551.35 | $0.00 | $0.00 | |
8001 | (PL)GUARDRAIL CURBING | 623 0100 | EA | 0.000 | 2.000 | 0.000 | $730.24 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $8,507.19 | $16,724.75 | ||||||||
Fed/State Project Number: SBR-136B(217)SB | Project: 27594(04) | Category: 0200/BRIDGE 'A' | ||||||||
0008 | APPROACH SLAB | 504(A) 1304 | SY | 180.600 | 180.600 | 87.716 | 180.600 | $195.33 | $17,133.57 | $35,276.60 |
0009 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,142.800 | 1,142.800 | 0.000 | $5.81 | $0.00 | $0.00 | |
0010 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 80.000 | 80.000 | 0.000 | $278.30 | $0.00 | $0.00 | |
0011 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 549.300 | 549.300 | 0.000 | 275.630 | $82.50 | $0.00 | $22,739.06 |
0012 | RAPID CURE JOINT SEALANT | 504(G) 6390 | LF | 80.000 | 80.000 | 0.000 | $7.34 | $0.00 | $0.00 | |
0013 | STRUCTURAL STEEL | 506(A) 1322 | LB | 500.000 | 500.000 | 0.000 | $4.74 | $0.00 | $0.00 | |
0014 | CLASS AA CONCRETE | 509(A) 1326 | CY | 333.600 | 333.600 | 145.000 | 276.000 | $686.46 | $99,536.70 | $189,462.96 |
0015 | MECHANICAL SPLICES | 511 6306 | EA | 800.000 | 800.000 | 800.000 | $14.53 | $0.00 | $11,624.00 | |
0016 | REINFORCING STEEL | 511(A) 1332 | LB | 7,598.000 | 7,598.000 | 0.000 | 6,876.000 | $1.02 | $0.00 | $7,013.52 |
0017 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 103,921.000 | 103,921.000 | 51,960.500 | 103,921.000 | $1.00 | $51,960.50 | $103,921.00 |
0018 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 556.800 | 556.800 | 0.000 | $5.51 | $0.00 | $0.00 | |
0019 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 70.000 | 70.000 | 15.080 | $37.61 | $0.00 | $567.16 | |
0020 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 3.000 | 3.000 | 0.000 | 0.500 | $107.08 | $0.00 | $53.54 |
0021 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 5.000 | 5.000 | 0.110 | 6.610 | $921.00 | $101.31 | $6,087.81 |
0022 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 83.700 | 83.700 | 87.870 | $53.50 | $0.00 | $4,701.05 | |
0023 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 383.000 | 383.000 | 80.000 | $78.50 | $0.00 | $6,280.00 | |
0024 | (PL)REPAIR BRIDGE ITEM (TYPE B) | 540 4525 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $6,460.25 | $6,460.25 | $6,460.25 |
0025 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $85,000.00 | $0.00 | $85,000.00 | |
8002 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 0.000 | 1.000 | 0.750 | $26,763.00 | $0.00 | $20,072.25 | |
8003 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 0.000 | 1.000 | 0.000 | $4,721.20 | $0.00 | $0.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $175,192.33 | $499,259.20 | ||||||||
Fed/State Project Number: SBR-136B(217)SB | Project: 27594(04) | Category: 0300/TRAFFIC | ||||||||
0026 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 865.000 | 865.000 | 0.000 | $1.10 | $0.00 | $0.00 | |
0027 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 270.000 | 270.000 | 0.000 | $4.50 | $0.00 | $0.00 | |
0028 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 180.000 | 180.000 | 29.000 | 188.000 | $20.00 | $580.00 | $3,760.00 |
0029 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 690.000 | 690.000 | 379.200 | $26.50 | $0.00 | $10,048.80 | |
0030 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 690.000 | 690.000 | 474.000 | $5.74 | $0.00 | $2,720.76 | |
0031 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 180.000 | 180.000 | 29.000 | 163.000 | $5.50 | $159.50 | $896.50 |
0032 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 1,980.000 | 1,980.000 | 157.000 | 871.000 | $0.15 | $23.55 | $130.65 |
0033 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,160.000 | 2,160.000 | 331.000 | 1,934.000 | $0.15 | $49.65 | $290.10 |
0034 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,340.000 | 2,340.000 | 376.000 | 1,901.000 | $0.15 | $56.40 | $285.15 |
0035 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 675.000 | 675.000 | 116.000 | 614.000 | $3.50 | $406.00 | $2,149.00 |
0036 | WING BARRICADES | 880(C) 8848 | SD | 360.000 | 360.000 | 96.000 | 594.000 | $0.31 | $29.76 | $184.14 |
0037 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 720.000 | 720.000 | 436.000 | 2,480.000 | $2.14 | $933.04 | $5,307.20 |
0038 | DRUMS | 880(F) 8878 | SD | 4,230.000 | 4,230.000 | 1,570.000 | 7,983.000 | $1.53 | $2,402.10 | $12,213.99 |
0039 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 208.000 | 208.000 | 96.000 | 229.000 | $10.71 | $1,028.16 | $2,452.59 |
Subtotals For Category 0300/TRAFFIC | $5,668.16 | $40,438.88 | ||||||||
Fed/State Project Number: SBR-136B(217)SB | Project: 27594(04) | Category: 0600/STAKING | ||||||||
0040 | CONSTRUCTION STAKING LEVEL I | 642(A) 0095 | LSUM | 1.000 | 1.000 | 0.400 | 0.900 | $6,062.00 | $2,424.80 | $5,455.80 |
Subtotals For Category 0600/STAKING | $2,424.80 | $5,455.80 | ||||||||
Fed/State Project Number: SBR-136B(217)SB | Project: 27594(04) | Category: 0640/CONSTRUCTION | ||||||||
0041 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $38,500.69 | $0.00 | $38,500.70 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $38,500.70 | ||||||||
Subtotals For Project SBR-136B(217)SB /27594(04) | $191,792.48 | $600,379.33 |