|
Report_Id: 111050 Est NO 0012 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111050 | Estimate Number | 0012 | Estimate Type | PROGRESS | ||
| District Office | FLEMINGSBURG (09320) Brickey, Jeremy P.E. | ||||||
| Contractor | MOUNTAIN ENTERPRISES INC | ADDR SN 0 VC Code VC0000008864 | |||||
| PO 13130 | |||||||
| LEXINGTON , KY , 40583-3130 | |||||||
| Pay Period | 04/10/2014 TO 07/28/2014 | ||||||
| Date Approved | 08/04/2014 | ||||||
| Primary Proj Number | DE01005381150 | ||||||
| Project No. | FD39 010 0538 006-007 | ||||||
| Primary County | BOYD | ||||||
| Name of Road | LAKE BONITA ROAD (KY 538) | ||||||
| Description | RELOCATION OF KY 538 FROM MP 6.5 TO US 23 | ||||||
| Date Let | 10/21/2011 | Formal Acceptance | 07/11/2012 | ||||
| Date Awarded | 10/31/2011 | Date Work Began | 03/12/2012 | ||||
| Date Contract Executed | 11/15/2011 | Open To Traffic | 07/11/2012 | ||||
| Date NTP Issued | 11/15/2011 | Actual Completion Date | 07/11/2012 | ||||
| Current Contract Amount | $708,438.90 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $620,777.00 |
Total Earnings | $701,851.84 |
$650,440.00 |
$51,411.84 |
|
| Percent Complete | 99.07 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $6,587.06 |
Gross Earnings | $701,851.84 |
$650,440.00 |
$51,411.84 |
|
| Total Change Orders | $87,661.90 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $701,851.84 |
$650,440.00 |
$51,411.84 |
|||
| Contract Id | 111050 | Change Order Summary |
County | BOYD | ||||||
| Estimate Nbr | 0012 | Project Number | FD39 010 0538 006-007 | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | Period | 04/10/2014 TO 07/28/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Guardrail | Approved | 01/16/2013 | $34,335.00 | 3.0 | |||||
| 002 | Non Spec Material Override | Approved | 08/13/2012 | $0.00 | 0.0 | |||||
| 003 | Approach & Turn Lane | Approved | 06/24/2014 | $53,326.90 | 6.0 | |||||
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 | 111050 | COMMONWEALTH OF KENTUCKY |
County | BOYD | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE01005381150 | ||||||
| Estimate Nbr | 0012 | Period | 04/10/2014 TO 07/28/2014 | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | |||||||||
| Project | DE01005381150 | Fed/State Project Number | FD39 010 0538 006-007 | 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 | 888.00 | 1,388.000 | 473.640 | 1,534.790 | 2,008.430 | 42.32 | 20,044.44 | 84,996.75 | |
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 10.00 | 10.000 | 10.000 | 10.000 | 456.28 | 4,562.80 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 1,252.00 | 1,252.000 | 1,428.380 | 1,428.380 | 91.98 | 131,382.39 | |||
| 0040 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 1.20 | 1.200 | 0.730 | 0.730 | 1,498.76 | 1,094.09 | |||
| 0050 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 183.00 | 183.000 | 218.150 | 218.150 | 101.64 | 22,172.76 | |||
| 0060 | STORM SEWER PIPE-18 IN | 00522 | LF | 384.00 | 384.000 | 220.000 | 220.000 | 74.50 | 16,390.00 | |||
| 0070 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 0080 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0090 | CURB BOX INLET TYPE F | 01487 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,600.00 | 2,600.00 | |||
| 0100 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0110 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,150.00 | 4,150.00 | |||
| 0120 | REMOVE DROP BOX INLET | 01585 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0130 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,050.00 | 2,050.00 | |||
| 0140 | MANHOLE TYPE C MOD | 01768 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,900.00 | 4,900.00 | |||
| 0150 | STANDARD CURB AND GUTTER | 01810 | LF | 900.00 | 900.000 | 864.000 | 864.000 | 22.00 | 19,008.00 | |||
| 0160 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 550.00 | 550.000 | 560.000 | 560.000 | 26.00 | 14,560.00 | |||
| 0170 | JPC PAVEMENT-8 IN | 02084 | SQYD | 2,188.00 | 2,491.000 | 303.000 | 2,188.000 | 2,491.000 | 57.30 | 17,361.90 | 142,734.30 | |
| 0180 | REMOVE PAVEMENT | 02091 | SQYD | 600.00 | 600.000 | 600.000 | 600.000 | 5.25 | 3,150.00 | |||
| 0190 | ROADWAY EXCAVATION | 02200 | CUYD | 2,871.00 | 3,576.000 | 338.000 | 2,871.000 | 3,209.000 | 21.00 | 7,098.00 | 67,389.00 | |
| 0200 | WATER | 02242 | MGAL | 3.00 | 3.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0210 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 350.00 | 1,375.000 | 1,290.000 | 1,290.000 | 25.00 | 32,250.00 | |||
| 0220 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 775.00 | 1,550.00 | |||
| 0230 | REMOVE GUARDRAIL | 02381 | LF | 450.00 | 450.000 | 725.000 | 725.000 | 3.25 | 2,356.25 | |||
| 0240 | CLEARING AND GRUBBING 0.9 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
| 0250 | SIGNS | 02562 | SQFT | 120.00 | 120.000 | 160.000 | 160.000 | 8.00 | 1,280.00 | |||
| 0260 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 425.00 | 425.000 | 499.990 | 499.990 | 2.00 | 999.98 | |||
| 0270 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,750.00 | 9,750.00 | |||
| 0280 | LANE CLOSURE | 02653 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,650.00 | 4,950.00 | |||
| 0290 | TEMP SILT FENCE | 02701 | LF | 2,262.00 | 2,262.000 | 925.000 | 925.000 | 2.80 | 2,590.00 | |||
| 0300 | SILT TRAP TYPE A | 02703 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 300.00 | 1,200.00 | |||
| 0310 | SILT TRAP TYPE C | 02705 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 361.00 | 1,444.00 | |||
| 0320 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,249.75 | 12,249.75 | |||
| 0330 | EROSION CONTROL BLANKET | 05950 | SQYD | 200.00 | 200.000 | 2,304.000 | 2,304.000 | 2.75 | 6,336.00 | |||
| 0340 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 2,644.00 | 2,644.000 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 0350 | TOPDRESSING FERTILIZER | 05966 | TON | 0.50 | 0.500 | 0.000 | 0.000 | 1,675.00 | 0.00 | |||
| 0360 | SEEDING AND PROTECTION | 05985 | SQYD | 5,286.00 | 5,286.000 | 1,851.000 | 1,851.000 | 0.80 | 1,480.80 | |||
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 6,210.00 | 6,210.000 | 4,339.000 | 4,339.000 | 0.25 | 1,084.75 | |||
| 0380 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 190.00 | 190.000 | 410.000 | 410.000 | 7.00 | 2,870.00 | |||
| 0390 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 16.00 | 16.000 | 17.000 | 17.000 | 120.00 | 2,040.00 | |||
| 0400 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 33.00 | 33.000 | 22.000 | 22.000 | 50.00 | 1,100.00 | |||
| 0410 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 38.00 | 38.000 | 28.000 | 28.000 | 50.00 | 1,400.00 | |||
| 0420 | FUEL ADJUSTMENT | 10020NS | DOLL | 327.00 | 327.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0430 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 550.00 | 2,200.00 | |||
| 0440 | SAW CUT | 20430ED | LF | 1,035.00 | 1,035.000 | 1,142.000 | 1,142.000 | 1.00 | 1,142.00 | |||
| 0450 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,270.00 | 1,270.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0460 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 192.00 | 192.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0470 | SAFETY BOX INLET-15 IN SDB-1 | 24395EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,950.00 | 0.00 | |||
| 8000 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,700.00 | 2,700.00 | |||
| 8001 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 890.00 | 1,780.00 | |||
| 8002 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 0.00 | 90.000 | 90.000 | 90.000 | 47.00 | 4,230.00 | |||
| 8003 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -114.000 | -114.000 | 1.00 | -114.00 | |||
| Project | DE01005381150 | Fed/State Project Number | FD39 010 0538 006-007 | Category | 0002 SIGNALIZATION | |||||||
| 0480 | CONDUIT-1 1/4 IN | 04793 | LF | 423.00 | 423.000 | 413.000 | 413.000 | 7.10 | 2,932.30 | |||
| 0490 | CONDUIT-2 IN | 04795 | LF | 558.00 | 558.000 | 475.000 | 475.000 | 11.00 | 5,225.00 | |||
| 0500 | JUNCTION BOX TYPE B | 04811 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 630.00 | 3,780.00 | |||
| 0510 | TRENCHING AND BACKFILLING | 04820 | LF | 981.00 | 981.000 | 835.000 | 835.000 | 3.25 | 2,713.75 | |||
| 0520 | LOOP WIRE | 04830 | LF | 1,748.00 | 1,748.000 | 1,887.000 | 1,887.000 | 0.45 | 849.15 | |||
| 0530 | CABLE-NO. 14/5C | 04844 | LF | 1,084.00 | 1,084.000 | 1,035.000 | 1,035.000 | 1.45 | 1,500.75 | |||
| 0540 | CABLE-NO. 14/1 PAIR | 04850 | LF | 5,504.00 | 5,504.000 | 5,295.000 | 5,295.000 | 1.45 | 7,677.75 | |||
| 0550 | MESSENGER-10800 LB | 04885 | LF | 425.00 | 425.000 | 390.000 | 390.000 | 6.00 | 2,340.00 | |||
| 0560 | LOOP SAW SLOT AND FILL | 04895 | LF | 685.00 | 685.000 | 708.000 | 708.000 | 13.00 | 9,204.00 | |||
| 0570 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,446.00 | 2,446.00 | |||
| 0580 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,450.00 | 5,800.00 | |||
| 0590 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0600 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 200.00 | 1,200.00 | |||
| 0610 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 17.27 | 17.270 | 17.200 | 17.200 | 1,155.00 | 19,866.00 | |||
| 0620 | INSTALL ANTENNA | 23982EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| Project | DE01005381150 | Fed/State Project Number | FD39 010 0538 006-007 | Category | 0003 DEMOBILIZATION | |||||||
| 0630 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.000 | 0.750 | 9,210.00 | 6,907.50 | 6,907.50 | |
| Project | DE01005381150 | Fed/State Project Number | FD39 010 0538 006-007 | Category | 0004 SIGNING | |||||||
| 0640 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 78.88 | 78.880 | 87.000 | 87.000 | 20.00 | 1,740.00 | |||
| 0650 | STEEL POST TYPE 1 | 06410 | LF | 180.00 | 180.000 | 195.000 | 195.000 | 8.00 | 1,560.00 | |||
| SUBTOT | $51,411.84 |
$701,851.84 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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