Contract ID: | 120023 | Estimate Number: | 0009 | Contract No: | 710890 | |||
Residency: | PERRY (04100) | Estimate Type: | Progressive | Account No: | 400400 | |||
Project Number(s): | BRFY-152C(068) | ||||||||||||
Primary Job Piece No: | 21861(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES US-77: OVER BLACK BEAR CREEK 4.2 MILES NORTH OF THE US-64 JUNCTION. PROJECT LENGTH = 0.139 MILES. | ||||||||||||
Primary County: | NOBLE | ||||||||||||
Name of Road: | US-77 | ||||||||||||
Prime Contractor: | K & R BUILDERS, INC. | ||||||||||||
P.O. BOX 656 | |||||||||||||
WHEATLAND , OK 73097 | |||||||||||||
Surety Company: | OHIO CASUALTY INSURANCE COMPANY | ||||||||||||
Date Let: | 01/19/2012 | NTP Effective Date: | 04/16/2012 | Pay Period: | 09/01/2012 TO 09/30/2012 |
Date Awarded: | 02/06/2012 | Date Work Began: | 04/16/2012 | Original Contract Time: | 90 |
Date Contract Executed: | 02/23/2012 | Date Time Stopped: | Current Time Charged: | 82.00 | |
Date NTP Issued: | 03/12/2012 | Completion Date: | Current Time Allowed: | 90.00 | |
General Liability Expires: | 05/01/2013 | Workman's Comp Expires: | 07/01/2013 | Percent Time Used: | 91.11 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $1,391,603.32 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $1,386,675.28 | Participating: | $1,373,475.76 | $1,368,437.53 | $5,038.23 | ||
Percent Complete: | 98.70 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $18,127.56 | Total Earnings: | $1,373,475.76 | $1,368,437.53 | $5,038.23 | ||
Unearned Balance: | $13,199.52 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $1,373,475.76 | $1,368,437.53 | $5,038.23 | ||||
Other Adjustments: | $6,000.00 | $6,000.00 | $0.00 | ||||
Liq Dam/Disincentive: | $-6,000.00 | $-6,000.00 | $0.00 | ||||
TOTAL: | $1,373,475.76 | $1,368,437.53 | $5,038.23 |
Contract ID: | 120023 | Estimate Number: | 0009 | Primary JP: | 21861(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | ADD CHANGEABLE MESSAGE BOARDS AND MATERIAL COST DEDUCTION | Approved | 06/11/2012 | 0.0 | $2,915.00 |
002 | PRESTRESSED CONCRETE BEAM DEDUCTION | Approved | 06/27/2012 | 0.0 | $-600.00 |
003 | CHANGE GUARDRAIL ITEM, ADD MILESTONE DAYS, MOVE ADJUSTMENTS | Approved | 07/25/2012 | 3.0 | $2,613.04 |
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 |
Milestone Adjust. (Prog. Est. Only) | 0006 | $6,000.00 | Subtotals For Contract Adjustments | $6,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
21861(04) | 0013 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 656.05 | $1.53 | $1,004.35 |
21861(04) | 0013 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0005 | 0.00 | $0.00 | $-749.47 |
21861(04) | 0013 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0007 | 0.00 | $0.00 | $749.47 |
21861(04) | 0013 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $-1,004.35 |
21861(04) | 0014 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 300.73 | $1.74 | $526.16 |
21861(04) | 0014 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $-526.16 |
21861(04) | 0025 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | * Material Discrepancy Adjustments | 0003 | 0.00 | $0.00 | $-600.00 |
21861(04) | 0025 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | * Material Discrepancy Adjustments | 0005 | 0.00 | $0.00 | $600.00 | Subtotals For Line Item Adjustments | $0.00 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | Incentive/Disincentive | 04/16/2012 | 07/03/2012 | 78.00 DYS | $2,000.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
01 | System Application of Disincentive Adj | 0006 | $-6,000.00 | Subtotals For Milestones | $-6,000.00 |
Contract ID: | 120023 | Estimate Number: | 0009 | Primary JP: | 21861(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: BRFY-152C(068) | Project: 21861(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $6,300.00 | $0.00 | $6,300.00 | |
0002 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $22,000.00 | $0.00 | $22,000.00 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $5,200.00 | $0.00 | $5,200.00 | |
0004 | TEMPORARY BALE BARRIER | 221(B) 2801 | LF | 140.000 | 140.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 854.000 | 854.000 | 387.000 | $2.50 | $0.00 | $967.50 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 1,473.000 | 1,473.000 | 1,156.090 | 3,856.090 | $2.50 | $2,890.23 | $9,640.23 |
0007 | (PL)STABILIZED CONSTRUCTION EXIT | 242 0400 | EA | 1.000 | 1.000 | 0.000 | $3,000.00 | $0.00 | $0.00 | |
0008 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 525.000 | 525.000 | 491.960 | $68.00 | $0.00 | $33,453.28 | |
0009 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 2,499.000 | 2,499.000 | 2,464.540 | $5.75 | $0.00 | $14,171.11 | |
0010 | SEPARATOR FABRIC | 325 5271 | SY | 2,499.000 | 2,499.000 | 2,464.540 | $3.50 | $0.00 | $8,625.89 | |
0011 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 47.000 | 47.000 | 63.350 | $32.00 | $0.00 | $2,027.20 | |
0012 | PRIME COAT | 408 5774 | GAL | 306.000 | 306.000 | 0.000 | $7.70 | $0.00 | $0.00 | |
0013 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 674.000 | 674.000 | 656.050 | $102.00 | $0.00 | $66,917.10 | |
0014 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 275.000 | 275.000 | 300.730 | $126.00 | $0.00 | $37,891.98 | |
0015 | REMOVAL OF FENCE | 619(B) 4725 | LF | 498.000 | 498.000 | 520.000 | $3.50 | $0.00 | $1,820.00 | |
0016 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 1,045.000 | 1,045.000 | 1,395.780 | $17.25 | $0.00 | $24,077.21 | |
0017 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 601.000 | 601.000 | 601.000 | $3.00 | $0.00 | $1,803.00 | |
0018 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 512.500 | 512.500 | 275.000 | $16.68 | $0.00 | $4,587.00 | |
0019 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 1.000 | 1.000 | 1.000 | $795.00 | $0.00 | $795.00 | |
0020 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 3.000 | 3.000 | 3.000 | $2,300.00 | $0.00 | $6,900.00 | |
0021 | GUARDRAIL BRIDGE CONNECTION-TYPE B | 623(I) 8680 | EA | 4.000 | 0.000 | 0.000 | $892.00 | $0.00 | $0.00 | |
0022 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 416.000 | 416.000 | 358.000 | 358.000 | $6.00 | $2,148.00 | $2,148.00 |
8002 | SEPARATOR FABRIC | 325 5271 | SY | 0.000 | -2,500.000 | -2,464.540 | $0.62 | $0.00 | $-1,528.01 | |
8004 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 0.000 | 4.000 | 4.000 | $1,350.00 | $0.00 | $5,400.00 | |
8005 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $749.47 | $0.00 | $-749.47 | |
8006 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | $1,530.51 | $0.00 | $1,530.51 | |
Subtotals For Category 0100/ROADWAY | $5,038.23 | $253,977.53 | ||||||||
Fed/State Project Number: BRFY-152C(068) | Project: 21861(04) | Category: 0200/BRIDGE 'A' | ||||||||
0023 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 287.000 | 287.000 | 287.000 | $7.00 | $0.00 | $2,009.00 | |
0024 | CLSM BACKFILL | 501(G) 6309 | CY | 216.000 | 216.000 | 190.000 | $135.00 | $0.00 | $25,650.00 | |
0025 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 876.000 | 876.000 | 876.000 | $215.00 | $0.00 | $188,340.00 | |
0026 | APPROACH SLAB | 504(A) 1304 | SY | 379.000 | 379.000 | 379.000 | $159.00 | $0.00 | $60,261.00 | |
0027 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,248.600 | 1,248.600 | 1,220.480 | $4.14 | $0.00 | $5,052.79 | |
0028 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 610.300 | 610.300 | 610.300 | $70.00 | $0.00 | $42,721.00 | |
0029 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,350.000 | 1,350.000 | 1,350.000 | $3.25 | $0.00 | $4,387.50 | |
0030 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 16.000 | 16.000 | 16.000 | $2,900.00 | $0.00 | $46,400.00 | |
0031 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 8.000 | 8.000 | 8.000 | $2,900.00 | $0.00 | $23,200.00 | |
0032 | CLASS AA CONCRETE | 509(A) 1326 | CY | 263.900 | 263.900 | 263.900 | $542.00 | $0.00 | $143,033.80 | |
0033 | CLASS A CONCRETE | 509(B) 1328 | CY | 212.800 | 212.800 | 212.800 | $510.00 | $0.00 | $108,528.00 | |
0034 | CLASS C CONCRETE | 509(D) 1331 | CY | 25.000 | 25.000 | 2.000 | $455.00 | $0.00 | $910.00 | |
0035 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 113,750.000 | 113,750.000 | 113,750.000 | $1.09 | $0.00 | $123,987.50 | |
0036 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 204.000 | 204.000 | 200.000 | $25.90 | $0.00 | $5,180.00 | |
0037 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 846.000 | 846.000 | 846.000 | $29.40 | $0.00 | $24,872.40 | |
0038 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 204.000 | 204.000 | 184.670 | $11.10 | $0.00 | $2,049.84 | |
0039 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 846.000 | 846.000 | 754.920 | $12.60 | $0.00 | $9,511.99 | |
0040 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 18.000 | 18.000 | 0.000 | $600.00 | $0.00 | $0.00 | |
0041 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,201.000 | 1,201.000 | 1,201.000 | $4.03 | $0.00 | $4,840.03 | |
0042 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 208.600 | 208.600 | 208.600 | $550.00 | $0.00 | $114,730.00 | |
0043 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 47.800 | 47.800 | 45.830 | $4.60 | $0.00 | $210.82 | |
0044 | SEALER RESIN | 523(B) 6560 | GAL | 0.500 | 0.500 | 0.500 | $172.50 | $0.00 | $86.25 | |
0045 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,127.000 | 1,127.000 | 1,347.310 | $31.90 | $0.00 | $42,979.20 | |
0046 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 218.000 | 218.000 | 314.500 | $27.27 | $0.00 | $8,576.42 | |
0047 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 96.000 | 96.000 | 96.000 | $25.00 | $0.00 | $2,400.00 | |
0048 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 64.000 | 64.000 | 102.670 | $33.59 | $0.00 | $3,448.69 | |
0049 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
8003 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 0.000 | -1.000 | -1.000 | $600.00 | $0.00 | $-600.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $1,032,766.23 | ||||||||
Fed/State Project Number: BRFY-152C(068) | Project: 21861(04) | Category: 0300/TRAFFIC | ||||||||
0050 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 1.000 | 1.000 | 0.000 | $1,100.00 | $0.00 | $0.00 | |
0051 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 4.000 | 4.000 | 4.000 | $30.00 | $0.00 | $120.00 | |
0052 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 2.000 | 2.000 | 0.000 | $265.00 | $0.00 | $0.00 | |
0053 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 2,940.000 | 2,940.000 | 3,060.000 | $1.00 | $0.00 | $3,060.00 | |
0054 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.970 | $9,600.00 | $0.00 | $9,312.00 | |
8000 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 0.000 | 150.000 | 166.000 | $25.00 | $0.00 | $4,150.00 | |
8001 | MOBILIZATION | 641 1552 | LSUM | 0.000 | 1.000 | 1.000 | $715.00 | $0.00 | $715.00 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $17,357.00 | ||||||||
Fed/State Project Number: BRFY-152C(068) | Project: 21861(04) | Category: 0600/STAKING | ||||||||
0055 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $5,000.00 | ||||||||
Fed/State Project Number: BRFY-152C(068) | Project: 21861(04) | Category: 0640/CONSTRUCTION | ||||||||
0056 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $4,500.00 | $0.00 | $3,375.00 | |
0057 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $61,000.00 | $0.00 | $61,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $64,375.00 | ||||||||
Subtotals For Project BRFY-152C(068) /21861(04) | $5,038.23 | $1,373,475.76 |