|
Report_Id: 121001 Est NO 0006 |
Date:03/28/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121001 | Estimate Number | 0006 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Weddington, Derrick P. (Paxton), P.E. | ||||||
| Contractor | MOUNTAIN ENTERPRISES INC | ADDR SN 0 VC Code VC0000008864 | |||||
| PO 13130 | |||||||
| LEXINGTON , KY , 40583-3130 | |||||||
| Pay Period | 12/03/2012 TO 02/24/2013 | ||||||
| Date Approved | 03/07/2013 | ||||||
| Primary Proj Number | DE09804601201 | ||||||
| Project No. | APD 0806(040) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | PIKEVILLE-VIRGINIA STATE LINE ROAD (US 460) | ||||||
| Description | SURFACING ON US 460-KY 80 FROM GREASY CREEK TO KY 195 | ||||||
| Date Let | 01/27/2012 | Formal Acceptance | |||||
| Date Awarded | 02/08/2012 | Date Work Began | 10/01/2012 | ||||
| Date Contract Executed | 03/22/2012 | Open To Traffic | |||||
| Date NTP Issued | 03/22/2012 | Actual Completion Date | |||||
| Current Contract Amount | $22,813,900.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $22,813,900.00 |
Total Earnings | $3,269,116.56 |
$3,260,887.19 |
$8,229.37 |
|
| Percent Complete | 14.84 |
Stockpiled Materials | $116,639.75 |
$116,639.75 |
$0.00 |
|
| Funds Available | $19,428,143.69 |
Gross Earnings | $3,385,756.31 |
$3,377,526.94 |
$8,229.37 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,385,756.31 |
$3,377,526.94 |
$8,229.37 |
|||
| Contract Id | 121001 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0006 | Project Number | APD 0806(040) | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | Period | 12/03/2012 TO 02/24/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 121001 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE09804601201 | ||||||
| Estimate Nbr | 0006 | Period | 12/03/2012 TO 02/24/2013 | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | |||||||||
| Project | DE09804601201 | Fed/State Project Number | APD 0806(040) | 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 | 123,304.00 | 123,304.000 | 29,451.030 | 29,451.030 | 26.60 | 783,397.39 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 105.12 | 105.120 | 0.000 | 0.000 | 46.00 | 0.00 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 731.80 | 731.800 | 0.000 | 0.000 | 64.90 | 0.00 | |||
| 0040 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 8,673.00 | 8,673.000 | 0.000 | 0.000 | 72.00 | 0.00 | |||
| 0050 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | TON | 22,406.00 | 22,406.000 | 0.000 | 0.000 | 71.70 | 0.00 | |||
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 43,323.00 | 43,323.000 | 10,278.340 | 10,278.340 | 73.10 | 751,346.65 | |||
| 0070 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 62,786.00 | 62,786.000 | 18,791.800 | 18,791.800 | 73.45 | 1,380,257.71 | |||
| 0080 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 7,145.00 | 7,145.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 0090 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 5,448.00 | 5,448.000 | 791.540 | 791.540 | 76.90 | 60,869.42 | |||
| 0100 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 88.30 | 88.300 | 0.000 | 0.000 | 614.89 | 0.00 | |||
| 0120 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 5,771.10 | 5,771.100 | 0.000 | 0.000 | 81.60 | 0.00 | |||
| 0130 | CL4 ASPH SURF 0.38B PG76-22 | 00337 | TON | 3,781.00 | 3,781.000 | 0.000 | 0.000 | 105.15 | 0.00 | |||
| 0140 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 1,164.00 | 1,164.000 | 0.000 | 0.000 | 82.40 | 0.00 | |||
| 0150 | CL3 SMA BASE 1.00D PG76-22 | 00395 | TON | 21,843.00 | 21,843.000 | 0.000 | 0.000 | 103.95 | 0.00 | |||
| 0160 | CL3 SMA SURF 0.38A PG76-22 | 00397 | TON | 9,038.00 | 9,038.000 | 0.000 | 0.000 | 131.30 | 0.00 | |||
| 0170 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 424.80 | 424.800 | 0.000 | 0.000 | 41.00 | 0.00 | |||
| 0180 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0190 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0200 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0210 | BARRICADE-TYPE III | 02014 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0220 | WATER | 02242 | MGAL | 3,315.00 | 3,315.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0230 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 20,715.00 | 20,715.000 | 0.000 | 0.000 | 15.65 | 0.00 | |||
| 0240 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 878.77 | 878.770 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0250 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0260 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0270 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 5,200.00 | 0.00 | |||
| 0280 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0290 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 680.00 | 0.00 | |||
| 0300 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0310 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0320 | CHANNEL LINING CLASS II | 02483 | TON | 6,270.00 | 6,270.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0330 | CHANNEL LINING CLASS II FOR DROP BOX INLETS | 02483 | TON | 158.00 | 158.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0340 | SIGNS | 02562 | SQFT | 56.00 | 56.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0350 | FINAL DRESSING CLASS B | 02601 | LF | 22,696.46 | 22,696.460 | 9,100.000 | 9,100.000 | 6.25 | 56,875.00 | |||
| 0360 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 48,460.00 | 0.00 | |||
| 0370 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 79,980.00 | 0.00 | |||
| 0380 | CRASH CUSHION TYPE IX | 02929 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,400.00 | 0.00 | |||
| 0390 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 3,700.00 | 3,700.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 0400 | TOPDRESSING FERTILIZER | 05966 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0410 | SEEDING AND PROTECTION | 05985 | SQYD | 9,680.00 | 9,680.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 0420 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 216,285.53 | 216,285.530 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0430 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 1,645.18 | 1,645.180 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0440 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 175.92 | 175.920 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0450 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 3,320.00 | 3,320.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 0460 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 7,858.85 | 7,858.850 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0470 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0480 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0490 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 88.00 | 88.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0500 | CONCRETE-CLASS A | 08100 | CUYD | 15.84 | 15.840 | 0.000 | 0.000 | 1,175.00 | 0.00 | |||
| 0510 | STEEL REINFORCEMENT | 08150 | LB | 784.00 | 784.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0520 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 8,596.97 | 0.00 | |||
| 0530 | FUEL ADJUSTMENT | 10020NS | DOLL | 301,119.00 | 301,119.000 | 8,229.370 | 0.000 | 8,229.370 | 1.00 | 8,229.37 | 8,229.37 | |
| 0540 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 461,517.00 | 461,517.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0550 | SAWCUT PAVEMENT | 20550ND | LF | 648.14 | 648.140 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0560 | DROP BOX INLET TY 13G(MOD) | 20569ES710 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 4,400.00 | 0.00 | |||
| 0570 | DROP BOX INLET TY 13S(MOD) | 20570ES710 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,100.00 | 0.00 | |||
| 0580 | SAW-CLEAN-RESEAL RANDOM CRACKS | 21173EC | LF | 500.00 | 500.000 | 0.000 | 0.000 | 10.25 | 0.00 | |||
| 0590 | CONC MEDIAN BARRIER TYPE 14C MOD (REVISED: 1-25-12) | 03202 | LF | 5,920.42 | 5,920.420 | 0.000 | 0.000 | 78.35 | 0.00 | |||
| Project | DE09804601201 | Fed/State Project Number | APD 0806(040) | Category | 0002 SIGNING | |||||||
| 0600 | BARRIER MOUNTING BRACKET | 04904 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0610 | GMSS GALV STEEL TYPE A | 06400 | LB | 22,407.00 | 22,407.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0620 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 4,516.10 | 4,516.100 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0630 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 1,273.30 | 1,273.300 | 0.000 | 0.000 | 13.25 | 0.00 | |||
| 0640 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 1,016.50 | 1,016.500 | 0.000 | 0.000 | 12.90 | 0.00 | |||
| 0650 | STEEL POST TYPE 1 | 06410 | LF | 1,457.00 | 1,457.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0660 | STEEL POST TYPE 2 | 06411 | LF | 4,495.00 | 4,495.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0670 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 908.00 | 908.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0680 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 729.00 | 729.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0690 | OSS ALUMINUM 70 FT TRUSS (REVISED: 1-17-12) | 06426 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 59,000.00 | 0.00 | |||
| 0700 | GMSS GALV STEEL TYPE C | 06441 | LB | 8,619.00 | 8,619.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0710 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 133.10 | 133.100 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0720 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 5,911.00 | 5,911.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0730 | ROADWAY CROSS SECTION | 20419ND | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0740 | BARRIER WALL POST | 20912ND | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 476.00 | 0.00 | |||
| 0750 | GMSS TYPE D | 21596ND | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 270.00 | 0.00 | |||
| 0960 | OSS ALUMINUM 60 FT TRUSS (ADDED: 1-17-12) | 06422 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 54,000.00 | 0.00 | |||
| Project | DE09804601201 | Fed/State Project Number | APD 0806(040) | Category | 0003 LIGHTING | |||||||
| 0760 | POLE 40 FT MTG HT | 04701 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,350.00 | 0.00 | |||
| 0770 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 32,500.00 | 0.00 | |||
| 0780 | BRACKET 8 FT | 04722 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0790 | BRACKET 15 FT | 04725 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0800 | POLE BASE | 04740 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0810 | TRANSFORMER BASE | 04750 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0820 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0830 | HPS LUMINAIRE | 04770 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 390.00 | 0.00 | |||
| 0840 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 1,175.00 | 0.00 | |||
| 0850 | FUSED CONNECTOR KIT | 04780 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0860 | CONDUIT-1 1/4 IN | 04793 | LF | 450.00 | 450.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0870 | CONDUIT-3 IN | 04797 | LF | 1,590.00 | 1,590.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0880 | TRENCHING AND BACKFILLING | 04820 | LF | 1,870.00 | 1,870.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0890 | WIRE-NO. 12 | 04832 | LF | 471.00 | 471.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0900 | WIRE-NO. 8 | 04833 | LF | 6,690.00 | 6,690.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0910 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0920 | BORE AND JACK CONDUIT | 21543EN | LF | 170.00 | 170.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0930 | POLE BASE-HIGH MAST | 23161EN | CUYD | 46.52 | 46.520 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| Project | DE09804601201 | Fed/State Project Number | APD 0806(040) | Category | 0004 MOB AND DEMOB | |||||||
| 0940 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 228,141.00 | 228,141.00 | |||
| 0950 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 333,800.00 | 0.00 | |||
| SUBTOT | $8,229.37 |
$3,269,116.55 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0770-1-0I |
Mast Pole | EACH |
5.00 | 0001 | $19832.266000 | $99,161.33 | ||||||
0840-1-0I |
TRAFFIC INCIDENTAL | EACH |
24.00 | 0001 | $728.267500 | $17,478.42 | ||||||
| SUBTOT | $116,639.75 |
|||||||||||