|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:04/08/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091052 | Estimate Number | 0023 | Estimate Type FINAL | |||
| District Office | PIKEVILLE (12320) Moore, Matthew B. | ||||||
| Contractor | MOUNTAIN ENTERPRISES INC | ADDR SN 0 VC Code VC0000008864 | |||||
| PO 13130 | |||||||
| LEXINGTON , KY , 40583-3130 | |||||||
| Pay Period | 10/10/2011 TO 03/14/2013 | ||||||
| Date Approved | 04/04/2013 | ||||||
| Primary Proj Number | DE036097909R1 | ||||||
| Project No. | JL03 036 0979 RELOC | ||||||
| Primary County | FLOYD | ||||||
| Name of Road | MINNIE-HAROLD CONNECTOR (KY 979) | ||||||
| Description | RECONSTRUCT ALONG KY 979 FROM MOUTH OF TACKETT BRANCH TO HAROLD, WITH A CONNECTOR TO KY 979 | ||||||
| Date Let | 07/24/2009 | Formal Acceptance | 02/28/2011 | ||||
| Date Awarded | 08/06/2009 | Date Work Began | 08/17/2009 | ||||
| Date Contract Executed | 08/17/2009 | Open To Traffic | 05/15/2010 | ||||
| Date NTP Issued | 08/17/2009 | Actual Completion Date | 05/15/2010 | ||||
| Current Contract Amount | $4,402,976.29 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,402,979.00 |
Total Earnings | $4,202,840.51 |
$4,170,852.01 |
$31,988.50 |
|
| Percent Complete | 95.45 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $200,135.78 |
Gross Earnings | $4,202,840.51 |
$4,170,852.01 |
$31,988.50 |
|
| Total Change Orders | $-2.71 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,202,840.51 |
$4,170,852.01 |
$31,988.50 |
|||
| Contract Id | 091052 | Change Order Summary |
County | FLOYD | ||||||
| Estimate Nbr | 0023 | Project Number | JL03 036 0979 RELOC | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | Period | 10/10/2011 TO 03/14/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Extend Project Limits | Approved | 06/02/2010 | $-0.01 | 0.0 | |||||
| 002 | Various Supplemental Items | Approved | 07/21/2010 | $-0.20 | 0.0 | |||||
| 003 | Fuel and Asphalt Override | Approved | 06/16/2010 | $0.00 | 0.0 | |||||
| 004 | Replace Metal Grates | Approved | 05/11/2011 | $-2.50 | 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 | 091052 | COMMONWEALTH OF KENTUCKY |
County | FLOYD | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE036097909R1 | |||||||
| Estimate Nbr | 0023 | Period | 10/10/2011 TO 03/14/2013 | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | |||||||||
| Project | DE036097909R1 | Fed/State Project Number | JL03 036 0979 RELOC | 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 | 67,687.00 | 55,750.154 | 40,844.460 | 40,844.460 | 22.50 | 919,000.35 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 621.00 | 621.000 | 919.600 | 919.600 | 26.00 | 23,909.60 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 102.00 | 102.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 340.00 | 340.000 | 207.670 | 207.670 | 74.00 | 15,367.58 | |||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,306.00 | 4,642.000 | 5,264.810 | 5,264.810 | 62.00 | 326,418.22 | |||
| 0060 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 15,770.00 | 15,770.000 | 15,089.420 | 15,089.420 | 62.00 | 935,544.04 | |||
| 0070 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 942.00 | 942.000 | 1,455.330 | 1,455.330 | 65.00 | 94,596.45 | |||
| 0080 | CL2 ASPH BIND 0.50D PG64-22 | 00272 | TON | 375.00 | 375.000 | 370.560 | 370.560 | 69.00 | 25,568.64 | |||
| 0090 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 91.00 | 91.000 | 27.930 | 27.930 | 580.00 | 16,199.40 | |||
| 0100 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 410.00 | 1,244.000 | 709.900 | 709.900 | 73.00 | 51,822.70 | |||
| 0110 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 799.00 | 799.000 | 2,100.410 | 2,100.410 | 75.60 | 158,790.99 | |||
| 0120 | ASPHALT CURING SEAL | 00358 | TON | 53.00 | 53.000 | 0.000 | 0.000 | 575.00 | 0.00 | |||
| 0130 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 2,577.00 | 3,027.000 | 3,505.960 | 3,505.960 | 75.60 | 265,050.57 | |||
| 0140 | ENTRANCE PIPE-18 IN | 00441 | LF | 130.00 | 130.000 | 10.000 | 10.000 | 34.00 | 340.00 | |||
| 0150 | METAL END SECTION TY 1-15 IN | 01370 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0160 | METAL END SECTION TY 1-18 IN | 01371 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0170 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 450.00 | 450.000 | 200.000 | 200.000 | 33.00 | 6,600.00 | |||
| 0180 | REMOVE PAVEMENT | 02091 | SQYD | 2,415.00 | 2,415.000 | 1,759.440 | 1,759.440 | 5.25 | 9,237.06 | |||
| 0190 | ROADWAY EXCAVATION | 02200 | CUYD | 9,000.00 | 9,000.000 | 9,547.000 | 9,547.000 | 34.00 | 324,598.00 | |||
| 0200 | WATER | 02242 | MGAL | 50.00 | 50.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0210 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 17.00 | 17.000 | 31.000 | 31.000 | 51.00 | 1,581.00 | |||
| 0220 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 12.00 | 12.000 | 15.000 | 15.000 | 2,250.00 | 33,750.00 | |||
| 0230 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 6.000 | 6.000 | 2,400.00 | 14,400.00 | |||
| 0240 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 16.00 | 16.000 | 3.000 | 3.000 | 600.00 | 1,800.00 | |||
| 0250 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 1,050.00 | 3,150.00 | |||
| 0260 | REMOVE GUARDRAIL | 02381 | LF | 2,004.00 | 2,004.000 | 3,750.000 | 3,750.000 | 1.95 | 7,312.50 | |||
| 0270 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 7.000 | 7.000 | 2,275.00 | 15,925.00 | |||
| 0280 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 60.00 | 60.000 | 42.000 | 42.000 | 80.00 | 3,360.00 | |||
| 0290 | WITNESS R/W MONUMENT TYPE 2 | 02431 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0300 | WITNESS POST | 02432 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0310 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0320 | CHANNEL LINING CLASS IA | 02482 | TON | 561.00 | 561.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0330 | CHANNEL LINING CLASS III | 02484 | TON | 1,361.12 | 1,361.120 | 1,007.430 | 1,007.430 | 30.00 | 30,222.90 | |||
| 0340 | SIGNS | 02562 | SQFT | 1,275.00 | 1,275.000 | 636.000 | 636.000 | 8.00 | 5,088.00 | |||
| 0350 | FINAL DRESSING CLASS B | 02601 | LF | 12,000.00 | 12,000.000 | 12,919.000 | 12,919.000 | 20.60 | 266,131.40 | |||
| 0360 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | |||
| 0370 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0380 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0390 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 50.00 | 225.000 | 449.940 | 449.940 | 60.00 | 26,996.40 | |||
| 0400 | TEMP SILT FENCE | 02701 | LF | 5,400.00 | 5,400.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0410 | SAND FOR BLOTTER | 02702 | TON | 131.00 | 131.000 | 0.000 | 0.000 | 42.30 | 0.00 | |||
| 0420 | SILT TRAP TYPE B | 02704 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0430 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0440 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0450 | BEACON CONTROLLER-2 CIRCUIT | 04930 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,500.00 | 11,000.00 | |||
| 0460 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,738.00 | 1,738.000 | 720.000 | 720.000 | 1.30 | 936.00 | |||
| 0470 | TOPDRESSING FERTILIZER | 05966 | TON | 6.00 | 6.000 | 6.000 | 6.000 | 925.00 | 5,550.00 | |||
| 0480 | SEEDING AND PROTECTION | 05985 | SQYD | 30,000.00 | 30,000.000 | 71,999.940 | 71,999.940 | 0.40 | 28,799.97 | |||
| 0490 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 28,000.00 | 28,000.000 | 42,139.980 | 42,139.980 | 0.20 | 8,427.99 | |||
| 0500 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 28,738.00 | 32,538.000 | 16,814.000 | 16,814.000 | 0.17 | 2,858.38 | |||
| 0510 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 69,396.00 | 80,396.000 | 79,838.000 | 79,838.000 | 0.24 | 19,161.12 | |||
| 0520 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 16,000.00 | 16,000.000 | 5,076.000 | 5,076.000 | 1.10 | 5,583.60 | |||
| 0530 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 12.00 | 12.000 | 10.000 | 10.000 | 110.00 | 1,100.00 | |||
| 0540 | PAVEMENT MARKER TYPE IV-BY | 06582 | EACH | 264.00 | 264.000 | 474.000 | 474.000 | 10.50 | 4,977.00 | |||
| 0550 | CONCRETE-CLASS A | 08100 | CUYD | 0.93 | 0.930 | 1.860 | 1.860 | 1,450.00 | 2,697.00 | |||
| 0560 | STEEL REINFORCEMENT | 08150 | LB | 8.00 | 8.000 | 16.000 | 16.000 | 1.25 | 20.00 | |||
| 0570 | MILLED RUMBLE STRIPS | 20314ED | LF | 28,738.00 | 28,738.000 | 29,274.000 | 29,274.000 | 0.35 | 10,245.90 | |||
| 0580 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 10,212.50 | 10,212.500 | 14,008.750 | 14,008.750 | 15.00 | 210,131.25 | |||
| 1040 | REMOVABLE STRIPING TAPE-WHITE Yellow | 02747 | LF | 0.00 | 580.000 | 580.000 | 580.000 | 2.25 | 1,305.00 | |||
| 8000 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 9.810 | 10.000 | 10.000 | 218.16 | 2,181.60 | |||
| 8001 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 9,504.570 | 9,504.570 | 1.00 | 9,504.57 | |||
| 8002 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 21,381.830 | 21,381.830 | 1.00 | 21,381.83 | |||
| 8010 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 0.00 | 354.000 | 354.000 | 354.000 | 6.67 | 2,361.18 | |||
| 8020 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 0.00 | 1,000.000 | 1,000.000 | 1,000.000 | 2.00 | 2,000.00 | |||
| 8030 | RUMBLE STRIPS TYPE 1 Rumble | 02693 | LF | 0.00 | 60.000 | 60.000 | 60.000 | 110.00 | 6,600.00 | |||
| 8040 | REPLACE GRATE 24" Metal | 20366NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 650.00 | 650.00 | |||
| Project | DE036097909R1 | Fed/State Project Number | JL03 036 0979 RELOC | Category | 0002 DEMOB AND MOB | |||||||
| 0590 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,130.25 | 75,130.25 | |||
| 0600 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 63,977.00 | 31,988.50 | 63,977.00 | |
| SUBTOT | $31,988.50 |
$4,202,840.46 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||