Contract ID: | 110173 | Estimate Number: | 0013 | Contract No: | 710136 | |||
Residency: | MUSKOGEE (01100) | Estimate Type: | Progressive | Account No: | 400100 | |||
Project Number(s): | SEC1702-146C(088)HP | ||||||||||||
Primary Job Piece No: | 24003(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, AND SURFACE COUNTY ROAD (TEXANNA RD.): FROM THE US-69 JUNCTION NEAR LAKE EUFAULA, EXTEND EAST. PROJECT LENGTH = 1.671 MILES. | ||||||||||||
Primary County: | MCINTOSH | ||||||||||||
Name of Road: | COUNTY ROAD | ||||||||||||
Prime Contractor: | GLOVER & ASSOCIATES, INC. | ||||||||||||
2832 N. COUNTRY CLUB | |||||||||||||
MUSKOGEE , OK 74403 | |||||||||||||
Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
Date Let: | 04/14/2011 | NTP Effective Date: | 08/29/2011 | Pay Period: | 05/16/2012 TO 05/31/2012 |
Date Awarded: | 07/11/2011 | Date Work Began: | 09/12/2011 | Original Contract Time: | 90 |
Date Contract Executed: | 07/27/2011 | Date Time Stopped: | Current Time Charged: | 129.00 | |
Date NTP Issued: | 08/04/2011 | Completion Date: | Current Time Allowed: | 129.00 | |
General Liability Expires: | 02/01/2013 | Workman's Comp Expires: | 02/01/2013 | Percent Time Used: | 100.00 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $1,096,381.80 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $1,101,011.74 | Participating: | $928,898.71 | $919,929.73 | $8,968.98 | ||
Percent Complete: | 85.92 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $154,393.08 | Total Earnings: | $928,898.71 | $919,929.73 | $8,968.98 | ||
Unearned Balance: | $159,023.02 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $928,898.71 | $919,929.73 | $8,968.98 | ||||
Other Adjustments: | $13,090.01 | $13,090.01 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $941,988.72 | $933,019.74 | $8,968.98 |
Contract ID: | 110173 | Estimate Number: | 0013 | Primary JP: | 24003(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Adding days to contract | Approved | 10/24/2011 | 6.0 | $0.00 |
002 | Adding Time to Contract | Approved | 01/04/2012 | 33.0 | $0.00 |
003 | Asphalt Binder Adjustment | Approved | 02/14/2012 | 0.0 | $3,944.51 |
004 | Change of Asph to S-5 and Agg Base Deduction | Approved | 03/30/2012 | 0.0 | $-8,574.45 |
005 | Changing from traffic stripe plastic to paint | Pending | 0 | 0.0 | $-0.37 |
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 |
24003(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 494.84 | $3.19 | $1,582.13 |
24003(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 417.00 | $2.46 | $1,026.76 |
24003(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 533.44 | $2.46 | $1,313.46 |
24003(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0006 | -54.00 | $64.00 | $-3,456.00 |
24003(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 314.19 | $2.56 | $806.60 |
24003(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 93.51 | $3.61 | $338.25 |
24003(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 40.29 | $3.61 | $145.74 |
24003(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 2,598.21 | $4.13 | $10,741.00 |
24003(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0010 | -1,222.96 | $68.05 | $-83,222.43 |
24003(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 495.78 | $4.13 | $2,049.56 |
24003(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | -5.00 | $5.09 | $-25.47 |
24003(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0012 | 1,222.96 | $68.05 | $83,222.43 |
24003(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0012 | -62.96 | $68.05 | $-4,284.43 |
24003(04) | 0037 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 9.00 | $2.46 | $22.16 |
24003(04) | 0038 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 5.00 | $5.09 | $25.47 |
24003(04) | 8002 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 614.46 | $4.56 | $2,804.78 | Subtotals For Line Item Adjustments | $13,090.01 | * = User applied Line Item Adjustments |
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: | 110173 | Estimate Number: | 0013 | Primary JP: | 24003(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: SEC1702-146C(088)HP | Project: 24003(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $15,999.00 | $0.00 | $15,999.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 20,155.000 | 20,155.000 | 866.400 | 11,425.400 | $8.00 | $6,931.20 | $91,403.20 |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $36,000.00 | $0.00 | $36,000.00 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,000.000 | 1,000.000 | 863.000 | $1.90 | $0.00 | $1,639.70 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 120.000 | 120.000 | 159.000 | $6.97 | $0.00 | $1,108.23 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 37,510.000 | 37,510.000 | 1,940.740 | 30,740.740 | $1.05 | $2,037.78 | $32,277.78 |
0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 7.750 | 7.750 | 0.000 | $50.00 | $0.00 | $0.00 | |
0008 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 2,474.000 | 2,474.000 | 0.000 | 2,286.000 | $45.00 | $0.00 | $102,870.00 |
0009 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 2,253.000 | 2,253.000 | 0.000 | 1,572.280 | $17.00 | $0.00 | $26,728.76 |
0010 | TACK COAT | 407(B) 0250 | GAL | 730.000 | 730.000 | 2,618.000 | $2.50 | $0.00 | $6,545.00 | |
0011 | PRIME COAT | 408 5774 | GAL | 4,599.000 | 4,599.000 | 546.890 | $0.50 | $0.00 | $273.45 | |
0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 2,213.000 | 2,213.000 | 0.000 | 1,893.270 | $64.00 | $0.00 | $121,169.28 |
0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 3,632.000 | 3,632.000 | 0.000 | 3,088.990 | $68.05 | $0.00 | $210,205.77 |
0014 | SUPERPAVE, TYPE S6(PG 64-22 OK) | 411(E) 5990 | TON | 599.000 | 0.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
0015 | COLD MILLING PAVEMENT | 412 5267 | SY | 534.000 | 534.000 | 1,026.660 | $4.25 | $0.00 | $4,363.31 | |
0016 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 2.000 | 2.000 | 0.000 | 2.000 | $1,500.00 | $0.00 | $3,000.00 |
0017 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | $575.00 | $0.00 | $0.00 | |
0018 | INLET (SMD-TYPE 1) | 611(G) 6000 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 |
0019 | JUNCTION BOXES | 611(L) 0487 | CF | 56.000 | 56.000 | 0.000 | 63.220 | $125.00 | $0.00 | $7,902.50 |
0020 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 50.000 | 50.000 | 0.000 | 102.500 | $104.00 | $0.00 | $10,660.00 |
0021 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4496 | LF | 88.000 | 88.000 | 0.000 | 88.000 | $98.00 | $0.00 | $8,624.00 |
0022 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(A) 4497 | LF | 148.000 | 148.000 | 149.000 | $135.00 | $0.00 | $20,115.00 | |
0023 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 2,434.000 | 2,434.000 | 2,354.000 | $18.56 | $0.00 | $43,690.24 | |
0024 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 164.000 | 164.000 | 164.000 | $52.75 | $0.00 | $8,651.00 | |
0025 | 30" CORR. GALV. STEEL PIPE | 613(B) 0691 | LF | 8.000 | 8.000 | 6.000 | $143.00 | $0.00 | $858.00 | |
0026 | 48" CORR. GALV. STEEL PIPE | 613(B) 0694 | LF | 20.000 | 20.000 | 0.000 | $90.00 | $0.00 | $0.00 | |
0027 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 136.000 | 136.000 | 197.510 | $45.00 | $0.00 | $8,887.95 | |
0028 | TRENCH EXCAVATION | 613(V) 1180 | CY | 216.000 | 216.000 | 394.610 | $9.75 | $0.00 | $3,847.45 | |
0029 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
0030 | SAWING PAVEMENT | 619(C) 0924 | LF | 6,877.000 | 6,877.000 | 6,104.000 | $1.55 | $0.00 | $9,461.20 | |
0031 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 50.000 | 50.000 | 50.000 | $26.55 | $0.00 | $1,327.50 | |
0032 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 4.000 | 4.000 | 4.000 | $815.00 | $0.00 | $3,260.00 | |
0033 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 50.000 | 50.000 | 25.000 | $10.00 | $0.00 | $250.00 | |
8001 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $3,944.51 | $0.00 | $0.00 | |
8002 | SUPERPAVE, TYPE S5(PG 64-22 OK) | 411(D) 5975 | TON | 0.000 | 599.000 | 0.000 | 614.460 | $70.00 | $0.00 | $43,012.20 |
8003 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 0.000 | 2,474.000 | 0.000 | 2,286.000 | $-2.25 | $0.00 | $-5,143.50 |
Subtotals For Category 0100/ROADWAY | $8,968.98 | $828,987.02 | ||||||||
Fed/State Project Number: SEC1702-146C(088)HP | Project: 24003(04) | Category: 0102/ROADWAY ADD ALTERNATE 2 | ||||||||
0034 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 7.000 | 7.000 | 0.000 | 8.800 | $37.00 | $0.00 | $325.60 |
0035 | TACK COAT | 407(B) 0250 | GAL | 2.000 | 2.000 | 2.000 | $2.50 | $0.00 | $5.00 | |
0036 | PRIME COAT | 408 5774 | GAL | 9.000 | 9.000 | 0.000 | $0.50 | $0.00 | $0.00 | |
0037 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 9.000 | 9.000 | 9.000 | $64.00 | $0.00 | $576.00 | |
0038 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 5.000 | 5.000 | 0.000 | 5.000 | $68.05 | $0.00 | $340.25 |
0039 | 60" R.C.PIPE CLASS III | 613(A) 0498 | LF | 50.000 | 50.000 | 0.000 | 50.000 | $72.55 | $0.00 | $3,627.50 |
0040 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 77.000 | 77.000 | 90.150 | $35.00 | $0.00 | $3,155.25 | |
0041 | TRENCH EXCAVATION | 613(V) 1180 | CY | 115.000 | 115.000 | 148.130 | $25.00 | $0.00 | $3,703.25 | |
0042 | SAWING PAVEMENT | 619(C) 0924 | LF | 48.000 | 48.000 | 48.000 | $25.45 | $0.00 | $1,221.60 | |
8004 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 0.000 | 7.000 | 0.000 | 8.800 | $-1.85 | $0.00 | $-16.28 |
Subtotals For Category 0102/ROADWAY ADD ALTERNATE 2 | $0.00 | $12,938.17 | ||||||||
Fed/State Project Number: SEC1702-146C(088)HP | Project: 24003(04) | Category: 0300/TRAFFIC | ||||||||
0043 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 35,300.000 | 35,300.000 | 10,257.365 | $0.41 | $0.00 | $4,205.52 | |
0044 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 2.000 | 2.000 | 0.710 | $1,550.00 | $0.00 | $1,100.50 | |
0045 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $12,500.00 | $0.00 | $12,500.00 | |
0046 | (PL)TRAFFIC ITEMS | 890 7700 | LSUM | 1.000 | 1.000 | 0.000 | $975.00 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $17,806.02 | ||||||||
Fed/State Project Number: SEC1702-146C(088)HP | Project: 24003(04) | Category: 0600/STAKING | ||||||||
0047 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $31,575.00 | $0.00 | $28,417.50 | |
Subtotals For Category 0600/STAKING | $0.00 | $28,417.50 | ||||||||
Fed/State Project Number: SEC1702-146C(088)HP | Project: 24003(04) | Category: 0640/CONSTRUCTION | ||||||||
0048 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $1,000.00 | $0.00 | $750.00 | |
0049 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $40,750.00 | ||||||||
Subtotals For Project SEC1702-146C(088)HP /24003(04) | $8,968.98 | $928,898.71 |