|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 072357 | Estimate Number | 0016 | Estimate Type FINAL | |||
| District Office | PIKEVILLE (12320) Wright, Doug, P.E. | ||||||
| Contractor | MOUNTAIN ENTERPRISES INC | ADDR SN 1 VC Code VC0000132716 | |||||
| POB 13130 | |||||||
| LEXINGTON , KY , 40583-3130 | |||||||
| Pay Period | 09/07/2009 TO 03/07/2013 | ||||||
| Date Approved | 03/25/2013 | ||||||
| Primary Proj Number | MP03600230701 | ||||||
| Project No. | HWD 0231 (145) | ||||||
| Primary County | FLOYD | ||||||
| Name of Road | PRESTONSBURG-PAINTSVILLE ROAD (US 23) | ||||||
| Description | FROM KY 114 OVERPASS EXTENDING NORTH TO JOHNSON COUNTY LINE | ||||||
| Date Let | 10/19/2007 | Formal Acceptance | 09/12/2008 | ||||
| Date Awarded | 10/26/2007 | Date Work Began | 03/13/2008 | ||||
| Date Contract Executed | 11/26/2007 | Open To Traffic | 09/12/2008 | ||||
| Date NTP Issued | 11/26/2007 | Actual Completion Date | 08/15/2008 | ||||
| Current Contract Amount | $1,684,923.19 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,573,870.10 |
Total Earnings | $1,665,638.09 |
$1,660,701.32 |
$4,936.77 |
|
| Percent Complete | 98.86 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $19,285.10 |
Gross Earnings | $1,665,638.09 |
$1,660,701.32 |
$4,936.77 |
|
| Total Change Orders | $111,053.09 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,665,638.09 |
$1,660,701.32 |
$4,936.77 |
|||
| Contract Id | 072357 | Change Order Summary |
County | FLOYD | ||||||
| Estimate Nbr | 0016 | Project Number | HWD 0231 (145) | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | Period | 09/07/2009 TO 03/07/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Fuel and Asphalt Adjustment | Approved | 01/23/2009 | $59,264.69 | 0.0 | |||||
| 002 | Additional Electrical Items & Adjustments | Approved | 08/24/2009 | $51,788.40 | 0.0 | |||||
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 | 072357 | COMMONWEALTH OF KENTUCKY |
County | FLOYD | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | MP03600230701 | |||||||
| Estimate Nbr | 0016 | Period | 09/07/2009 TO 03/07/2013 | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | |||||||||
| Project | MP03600230701 | Fed/State Project Number | HWD 0231 (145) | 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 | DGA BASE | 00001 | TON | 750.00 | 750.000 | 899.590 | 899.590 | 29.00 | 26,088.11 | |||
| 0020 | CL3 ASPH BASE 1.50D PG76-22 | 00207 | TON | 3,525.00 | 3,525.000 | 3,147.960 | 3,147.960 | 62.30 | 196,117.90 | |||
| 0030 | CL4 ASPH BASE 1.50D PG76-22 | 00210 | TON | 977.00 | 977.000 | 767.130 | 767.130 | 68.80 | 52,778.54 | |||
| 0040 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 10,198.00 | 10,198.000 | 7,172.910 | 7,172.910 | 2.50 | 17,932.27 | |||
| 0050 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 95.00 | 95.000 | 67.670 | 67.670 | 66.70 | 4,513.58 | |||
| 0060 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 5,696.00 | 5,696.000 | 6,557.060 | 6,557.060 | 73.00 | 478,665.38 | |||
| 0070 | CULVERT PIPE-24 INCH | 00464 | LF | 60.00 | 60.000 | 63.000 | 63.000 | 95.00 | 5,985.00 | |||
| 0080 | PERFORATED PIPE-4 INCH | 01000 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0090 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 0100 | STEEL ENCASEMENT PIPE-12 INCH | 01069 | LF | 30.00 | 30.000 | 30.000 | 30.000 | 310.00 | 9,300.00 | |||
| 0110 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0120 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,900.00 | 2,900.00 | |||
| 0130 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 0140 | REMOVE CURB | 01904 | LF | 760.00 | 760.000 | 400.000 | 400.000 | 9.00 | 3,600.00 | |||
| 0150 | JPC PAVEMENT-13 INCH | 02086 | SQYD | 622.00 | 622.000 | 450.000 | 450.000 | 93.75 | 42,187.50 | |||
| 0160 | ROADWAY EXCAVATION | 02200 | CUYD | 1,150.00 | 1,150.000 | 90.000 | 90.000 | 18.25 | 1,642.50 | |||
| 0170 | EMBANKMENT IN PLACE | 02230 | CUYD | 3,377.00 | 3,377.000 | 3,375.000 | 3,375.000 | 22.00 | 74,250.00 | |||
| 0180 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 0190 | REMOVE & RESET GUARDRAIL | 02383 | LF | 780.00 | 780.000 | 675.000 | 675.000 | 14.00 | 9,450.00 | |||
| 0200 | CHANNEL LINING CLASS III | 02484 | TON | 700.00 | 700.000 | 201.510 | 201.510 | 32.00 | 6,448.32 | |||
| 0210 | SIGNS | 02562 | SQFT | 700.00 | 700.000 | 756.000 | 756.000 | 8.50 | 6,426.00 | |||
| 0220 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 55,023.00 | 55,023.00 | |||
| 0230 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,415.00 | 6,830.00 | |||
| 0240 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,250.00 | 1,250.00 | |||
| 0250 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 6,553.00 | 6,553.000 | 99.000 | 7,387.000 | 7,486.000 | 26.00 | 2,574.00 | 194,636.00 | |
| 0260 | SHOULDERING | 02714 | LF | 5,110.00 | 5,110.000 | 3,285.000 | 3,285.000 | 3.00 | 9,855.00 | |||
| 0270 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,800.00 | 10,800.00 | |||
| 0280 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,180.00 | 4,360.00 | |||
| 0290 | PVC PIPE-8 INCH | 03387 | LF | 250.00 | 250.000 | 350.000 | 350.000 | 25.00 | 8,750.00 | |||
| 0300 | CONDUIT-2 INCH | 04795 | LF | 4,187.00 | 1,288.000 | -2,257.000 | 3,712.000 | 1,455.000 | 8.00 | -18,056.00 | 11,640.00 | |
| 0310 | TRENCHING AND BACKFILLING | 04820 | LF | 1,653.00 | 1,653.000 | 2,098.000 | 2,098.000 | 7.50 | 15,735.00 | |||
| 0320 | LOOP WIRE | 04830 | LF | 2,507.00 | 3,353.000 | 3,353.000 | 3,353.000 | 0.60 | 2,011.80 | |||
| 0330 | WIRE-NO. 4 | 04835 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0340 | CABLE-NO. 14/5C | 04844 | LF | 2,020.00 | 695.000 | 695.000 | 695.000 | 1.20 | 834.00 | |||
| 0350 | CABLE-NO. 14/1 PAIR | 04850 | LF | 1,350.00 | 2,142.000 | -1,117.000 | 2,142.000 | 1,025.000 | 1.20 | -1,340.40 | 1,230.00 | |
| 0360 | POLE 45 FT WOODEN | 04873 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,750.00 | 3,500.00 | |||
| 0370 | SIGNAL PEDESTAL | 04882 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
| 0380 | ANCHOR | 04884 | EACH | 4.00 | 0.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0390 | MESSENGER-10800 LB | 04885 | LF | 100.00 | 100.000 | 40.000 | 40.000 | 5.75 | 230.00 | |||
| 0400 | LOOP SAW SLOT AND FILL | 04895 | LF | 860.00 | 1,300.000 | 1,300.000 | 1,300.000 | 12.00 | 15,600.00 | |||
| 0410 | SIGNAL-12 INCH | 04911 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 575.00 | 1,150.00 | 1,150.00 | |
| 0420 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 30,424.00 | 30,424.000 | 3,474.000 | 3,474.000 | 0.20 | 694.80 | |||
| 0430 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 37,024.00 | 37,024.000 | 65,674.000 | 65,674.000 | 0.25 | 16,418.50 | |||
| 0440 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 120.00 | 120.000 | 168.000 | 168.000 | 10.00 | 1,680.00 | |||
| 0450 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 330.00 | 330.000 | 388.000 | 388.000 | 32.50 | 12,610.00 | |||
| 0460 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 330.00 | 330.000 | 182.000 | 182.000 | 5.30 | 964.60 | |||
| 0470 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 22,540.00 | 7,510.890 | -2,492.332 | 7,510.890 | 5,018.558 | 1.00 | -2,492.33 | 5,018.55 | |
| 0480 | FUEL ADJUSTMENT | 10020NS | DOLL | 10,068.00 | 40,372.270 | 40,372.270 | 40,372.270 | 1.00 | 40,372.27 | |||
| 0490 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 20,286.00 | 85,351.800 | 85,351.800 | 85,351.800 | 1.00 | 85,351.80 | |||
| 0500 | REMOVE FLUME | 20195ED | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 975.00 | 1,950.00 | |||
| 0510 | JUNCTION BOX TYPE A | 20391ES835 | EACH | 2.00 | 4.000 | 4.000 | 4.000 | 850.00 | 3,400.00 | |||
| 0520 | JUNCTION BOX TYPE C | 20392ES835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,100.00 | 4,400.00 | |||
| 0530 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0540 | REMOVE AND RESET PERF PIPE HEADWALL | 20758ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0550 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,700.00 | 4,700.00 | |||
| 0560 | WEIGH IN MOTION SCALE | 22835NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | |||
| 0570 | STATIC SCALE | 22836NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 54,750.00 | 54,750.00 | |||
| 0580 | SIGNAL-2 SECTION-12 IN | 22857NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 8000 | EW~ SIGN POST 6 IN I-BEAM | 10093EX | LF | 0.00 | 32.000 | 32.000 | 32.000 | 55.00 | 1,760.00 | |||
| 8001 | EW~ OPEN/CLOSE SIGN POST CONCRETE | 10091EX | CUYD | 0.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 8002 | EW~ INSTALL OPEN/CLOSE SIGN | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 8003 | POLE BASE | 04740 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 850.00 | 2,550.00 | |||
| 8004 | EW~ CABLE NO. 10/5 C | 10093EX | LF | 0.00 | 1,800.000 | -120.000 | 1,800.000 | 1,680.000 | 2.35 | -282.00 | 3,948.00 | |
| 8005 | INSTALL LUMINAIRE POLE 40' | 22939ND | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 275.00 | 825.00 | |||
| 8006 | INSTALL MAST ARM POLE 10' ARM | 22631NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 110.00 | 110.00 | |||
| 8007 | INSTALL MAST ARM POLE 15 FOOT | 22631NN | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 115.00 | 460.00 | |||
| 8008 | TRANSFORMER BASE TRANSFORMER | 04750 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 125.00 | 375.00 | |||
| 8009 | INSTALL LUMINAIRE POLE LUMINAIRE POLE | 22939ND | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 105.00 | 525.00 | |||
| 8010 | INSTALL FUSED CONNECTOR KIT FUSED CONNECTOR | 22686NN | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 55.00 | 275.00 | |||
| 8011 | EW~ NO 6 | 10093EX | LF | 0.00 | 1,300.000 | 860.000 | 1,300.000 | 2,160.000 | 1.10 | 946.00 | 2,376.00 | |
| 8012 | EW~ ELECTRICAL SERVICE | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,850.00 | 3,850.00 | |||
| 8013 | EW~ CONTROL CTR | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 8015 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 0.00 | 112.500 | 112.500 | 112.500 | 24.45 | 2,750.62 | |||
| 8016 | CONDUIT-1 1/4 INCH | 04793 | LF | 0.00 | 2,899.000 | 2,899.000 | 2,899.000 | 7.00 | 20,293.00 | |||
| 8017 | CLASS A CONCRETE FOR SIGNS AROUND WOOD POLES | 06490 | CUYD | 0.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 8018 | EW~ 10/3 C | 10093EX | LF | 0.00 | 350.000 | -350.000 | 350.000 | 0.000 | 2.35 | -822.50 | 0.00 | |
| Project | MP03600230701 | Fed/State Project Number | HWD 0231 (145) | Category | 0002 DEMOBILIZATION | |||||||
| 0590 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 23,260.00 | 23,260.00 | 23,260.00 | |
| SUBTOT | $4,936.76 |
$1,665,638.07 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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