|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 081025 | Estimate Number | 0013 | Estimate Type FINAL | |||
| District Office | ELIZABETHTOWN (04300) Ditto, Cody C. | ||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | ADDR SN 0 VC Code VC0000097584 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 05/20/2011 TO 12/21/2011 | ||||||
| Date Approved | 02/17/2012 | ||||||
| Primary Proj Number | DE0820NEW0825 | ||||||
| Project No. | DPR 0058(021) | ||||||
| Primary County | MEADE | ||||||
| Name of Road | BUTTERMILK FALLS ROAD (NEW ROUTE) | ||||||
| Description | RECONSTRUCTION OF BUTTERMILK FALLS ROAD TO PROVIDE ACCESS TO THE MEADE COUNTY RIVERPORT | ||||||
| Date Let | 09/26/2008 | Formal Acceptance | 10/21/2010 | ||||
| Date Awarded | 10/08/2008 | Date Work Began | 06/18/2009 | ||||
| Date Contract Executed | 10/21/2008 | Open To Traffic | 10/29/2009 | ||||
| Date NTP Issued | 10/21/2008 | Actual Completion Date | 10/29/2009 | ||||
| Current Contract Amount | $1,128,530.05 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,128,530.05 |
Total Earnings | $919,277.35 |
$1,020,246.53 |
$-100,969.18 |
|
| Percent Complete | 81.46 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $209,252.70 |
Gross Earnings | $919,277.35 |
$1,020,246.53 |
$-100,969.18 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $919,277.35 |
$1,020,246.53 |
$-100,969.18 |
|||
| Contract Id | 081025 | Change Order Summary |
County | MEADE | ||||||
| Estimate Nbr | 0013 | Project Number | DPR 0058(021) | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | Period | 05/20/2011 TO 12/21/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Completion Date Extension | Approved | 12/07/2009 | $0.00 | 59.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 081025 | COMMONWEALTH OF KENTUCKY |
County | MEADE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE0820NEW0825 | |||||||
| Estimate Nbr | 0013 | Period | 05/20/2011 TO 12/21/2011 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | |||||||||
| Project | DE0820NEW0825 | Fed/State Project Number | DPR 0058(021) | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0010 | CRUSHED STONE BASE | 00003 | TON | 10,009.00 | 10,009.000 | 9,953.110 | 9,953.110 | 14.28 | 142,130.41 | |||
| 0020 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 18,856.00 | 18,856.000 | 17,222.220 | 17,222.220 | 1.95 | 33,583.32 | |||
| 0030 | TRAFFIC BOUND BASE | 00020 | TON | 249.00 | 249.000 | 324.780 | 324.780 | 14.25 | 4,628.11 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,331.00 | 1,331.000 | 174.960 | 174.960 | 14.50 | 2,536.92 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 FOR PIPE | 00078 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 14.50 | 0.00 | |||
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 5,778.00 | 5,778.000 | 5,613.330 | 5,613.330 | 63.58 | 356,895.52 | |||
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,223.00 | 1,223.000 | 1,226.650 | 1,226.650 | 81.35 | 99,787.97 | |||
| 0080 | ASPHALT CURING SEAL | 00358 | TON | 19.00 | 19.000 | 17.110 | 17.110 | 610.90 | 10,452.49 | |||
| 0090 | ENTRANCE PIPE-15 IN | 00440 | LF | 62.00 | 62.000 | 62.000 | 62.000 | 35.25 | 2,185.50 | |||
| 0100 | ENTRANCE PIPE-18 IN | 00441 | LF | 68.00 | 68.000 | 68.000 | 68.000 | 41.66 | 2,832.88 | |||
| 0110 | CULVERT PIPE-18 IN | 00462 | LF | 66.00 | 66.000 | 66.000 | 66.000 | 48.21 | 3,181.86 | |||
| 0120 | CULVERT PIPE-24 IN | 00464 | LF | 569.00 | 569.000 | 565.000 | 565.000 | 57.11 | 32,267.15 | |||
| 0130 | CULVERT PIPE-30 IN EQUIV | 00494 | LF | 57.00 | 57.000 | 57.000 | 57.000 | 66.46 | 3,788.22 | |||
| 0140 | CULVERT PIPE-36 IN EQUIV | 00496 | LF | 74.00 | 74.000 | 74.000 | 74.000 | 100.00 | 7,400.00 | |||
| 0150 | PERFORATED PIPE-4 IN | 01000 | LF | 264.00 | 264.000 | 263.000 | 263.000 | 10.00 | 2,630.00 | |||
| 0160 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0170 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0180 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0190 | REMOVE PAVEMENT | 02091 | SQYD | 952.00 | 952.000 | 952.000 | 952.000 | 4.00 | 3,808.00 | |||
| 0200 | TEMP DITCH | 02159 | LF | 6,274.00 | 6,274.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0210 | ROADWAY EXCAVATION | 02200 | CUYD | 27,030.00 | 27,030.000 | 27,030.000 | 27,030.000 | 4.00 | 108,120.00 | |||
| 0220 | WATER | 02242 | MGAL | 100.00 | 100.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0230 | CHANNEL LINING CLASS III | 02484 | TON | 739.00 | 739.000 | 706.220 | 706.220 | 30.00 | 21,186.60 | |||
| 0240 | CEMENT | 02542 | TON | 373.00 | 373.000 | 525.970 | 525.970 | 103.75 | 54,569.38 | |||
| 0250 | CLEARING AND GRUBBING 18 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0260 | SIGNS | 02562 | SQFT | 168.00 | 168.000 | 128.000 | 128.000 | 6.50 | 832.00 | |||
| 0270 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 4,019.00 | 4,019.000 | 291.540 | 291.540 | 1.50 | 437.31 | |||
| 0280 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 2,563.00 | 2,563.000 | 2,563.000 | 2,563.000 | 2.00 | 5,126.00 | |||
| 0290 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0300 | TEMP SILT FENCE | 02701 | LF | 2,270.00 | 2,270.000 | 4,876.000 | 4,876.000 | 1.50 | 7,314.00 | |||
| 0310 | SAND FOR BLOTTER | 02702 | TON | 47.00 | 47.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0320 | SILT TRAP TYPE A | 02703 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0330 | SILT TRAP TYPE B | 02704 | EACH | 28.00 | 28.000 | 2.000 | 2.000 | 25.00 | 50.00 | |||
| 0340 | SILT TRAP TYPE C | 02705 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0350 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 81.00 | 81.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0360 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 84.00 | 84.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0370 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0380 | CLEAN TEMP SILT FENCE | 02709 | LF | 6,810.00 | 6,810.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0390 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0400 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,216.00 | 5,216.000 | 3,158.660 | 3,158.660 | 1.40 | 4,422.12 | |||
| 0410 | TEMP MULCH | 05952 | SQYD | 87,353.00 | 87,353.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0420 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 8,735.00 | 8,735.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0430 | TOPDRESSING FERTILIZER | 05966 | TON | 4.50 | 4.500 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0440 | SEEDING AND PROTECTION | 05985 | SQYD | 87,353.00 | 87,353.000 | 79,243.333 | 79,243.333 | 0.33 | 26,150.29 | |||
| 0450 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 317.00 | 317.000 | 390.000 | 390.000 | 1.50 | 585.00 | |||
| 0460 | CONCRETE-CLASS A | 08100 | CUYD | 35.40 | 35.400 | 35.360 | 35.360 | 980.00 | 34,652.80 | |||
| 0470 | STEEL REINFORCEMENT | 08150 | LB | 700.00 | 700.000 | 700.000 | 700.000 | 2.00 | 1,400.00 | |||
| 0490 | FUEL ADJUSTMENT (REVISED: 9-17-08) | 10020NS | DOLL | 20,607.00 | 20,607.000 | -36,273.160 | 0.000 | -36,273.160 | 1.00 | -36,273.16 | -36,273.16 | |
| 0500 | ASPHALT ADJUSTMENT (REVISED: 9-17-08) | 10030NS | DOLL | 16,866.00 | 16,866.000 | -80,744.260 | 0.000 | -80,744.260 | 1.00 | -80,744.26 | -80,744.26 | |
| 0510 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 383.00 | 383.000 | 400.000 | 400.000 | 8.50 | 3,400.00 | |||
| Project | DE0820NEW0825 | Fed/State Project Number | DPR 0058(021) | Category | 0002 DEMOBILIZATION | |||||||
| 0520 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 16,048.24 | 16,048.24 | 16,048.24 | |
| Project | DE0820NEW0825 | Fed/State Project Number | DPR 0058(021) | Category | 0003 SIGNING | |||||||
| 0530 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 105.00 | 105.000 | 105.500 | 105.500 | 18.00 | 1,899.00 | |||
| 0540 | STEEL POST TYPE 2 | 06411 | LF | 204.00 | 204.000 | 203.750 | 203.750 | 9.50 | 1,935.62 | |||
| 0550 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 31.00 | 558.00 | |||
| SUBTOT | $-100,969.18 |
$919,277.34 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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