|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/28/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 051052 | Estimate Number | 0021 | Estimate Type FINAL | |||
| District Office | MANCHESTER (11300) Harris, Jason D. | ||||||
| Contractor | ELMO GREER & SONS LLC | ADDR SN 0 VC Code VC0000093753 | |||||
| P O BOX 730 | |||||||
| LONDON , KY , 40743-0730 | |||||||
| Pay Period | 01/27/2009 TO 05/20/2010 | ||||||
| Date Approved | 08/09/2010 | ||||||
| Primary Proj Number | DE06300300552 | ||||||
| Project No. | FD04 063 0030 | ||||||
| Primary County | LAUREL | ||||||
| Name of Road | LONDON-TYNER ROAD (KY30) | ||||||
| Description | RELOCATE KY30 FROM VIVA EXTENDING EASTERLY 1.3 MILES TO NEAR FREEMAN BRANCH ROAD | ||||||
| Date Let | 09/23/2005 | Formal Acceptance | 04/25/2008 | ||||
| Date Awarded | 10/03/2005 | Date Work Began | 03/21/2006 | ||||
| Date Contract Executed | 10/07/2005 | Open To Traffic | 10/20/2006 | ||||
| Date NTP Issued | 10/07/2005 | Actual Completion Date | 10/20/2006 | ||||
| Current Contract Amount | $3,499,656.83 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,670,541.99 |
Total Earnings | $2,790,171.06 |
$2,778,888.12 |
$11,282.94 |
|
| Percent Complete | 79.73 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $709,485.77 |
Gross Earnings | $2,790,171.06 |
$2,778,888.12 |
$11,282.94 |
|
| Total Change Orders | $-170,885.16 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,790,171.06 |
$2,778,888.12 |
$11,282.94 |
|||
| Contract Id | 051052 | Change Order Summary |
County | LAUREL | ||||||
| Estimate Nbr | 0021 | Project Number | FD04 063 0030 | |||||||
| Contractor | ELMO GREER & SONS LLC | Period | 01/27/2009 TO 05/20/2010 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Roadway Excavation and Pavement Underrun | Approved | 12/03/2007 | $-154,410.44 | 0.0 | |||||
| 002 | Additional Grade Work & Milling Items for Pavement Tie-in | Approved | 12/12/2007 | $-2,564.40 | 0.0 | |||||
| 003 | Additional Asphalt Milling & Patching due to Mine Subsidence | Approved | 12/12/2007 | $-60.95 | 0.0 | |||||
| 004 | Reconstruct Approach Lt 20+50 (Ulrich Lane) | Approved | 11/14/2007 | $-242.60 | 0.0 | |||||
| 005 | Unit Price Adjustments for Excessive Underrun | Approved | 04/04/2008 | $0.01 | 0.0 | |||||
| 006 | Ulrich Lane Cost Plus | Approved | 10/02/2009 | $-13,606.78 | 0.0 | |||||
| 007 | Ride Quality Adj., Asphalt and Non Spec Override | Approved | 02/25/2010 | $0.00 | 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 | 051052 | COMMONWEALTH OF KENTUCKY |
County | LAUREL | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE06300300552 | |||||||
| Estimate Nbr | 0021 | Period | 01/27/2009 TO 05/20/2010 | |||||||
| Contractor | ELMO GREER & SONS LLC | |||||||||
| Project | DE06300300552 | Fed/State Project Number | FD04 063 0030 | 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 | 25,654.00 | 4,323.810 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 272.00 | 272.000 | 193.050 | 193.050 | 20.00 | 3,861.00 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 122.00 | 122.000 | 105.730 | 105.730 | 75.00 | 7,929.75 | |||
| 0040 | CL2 ASPH BASE 1.50D PG64-22 | 00203 | TON | 17,831.00 | 5,391.000 | 0.000 | 0.000 | 50.50 | 0.00 | |||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 6,481.00 | 4,922.000 | 7,000.629 | 7,000.629 | 51.25 | 358,782.23 | |||
| 0060 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 956.00 | 1,032.000 | 1,173.622 | 1,173.622 | 52.90 | 62,084.60 | |||
| 0070 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 15.00 | 15.000 | 10.610 | 10.610 | 500.00 | 5,305.00 | |||
| 0080 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | TON | 1,292.00 | 1,040.000 | 1,075.510 | 1,075.510 | 55.75 | 59,959.68 | |||
| 0090 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,175.00 | 1,382.290 | 1,749.140 | 1,749.140 | 53.00 | 92,704.42 | |||
| 0100 | ENTRANCE PIPE-15 INCH | 00440 | LF | 165.00 | 165.000 | 35.000 | 170.000 | 205.000 | 27.00 | 945.00 | 5,535.00 | |
| 0110 | ENTRANCE PIPE-18 INCH | 00441 | LF | 38.00 | 0.000 | -35.000 | 35.000 | 0.000 | 32.00 | -1,120.00 | 0.00 | |
| 0120 | ENTRANCE PIPE-30 INCH | 00445 | LF | 28.00 | 28.000 | 28.000 | 28.000 | 46.00 | 1,288.00 | |||
| 0130 | CULVERT PIPE-18 INCH | 00462 | LF | 41.00 | 41.000 | 52.000 | 52.000 | 39.00 | 2,028.00 | |||
| 0140 | CULVERT PIPE-48 INCH | 00470 | LF | 86.00 | 86.000 | 86.000 | 86.000 | 136.00 | 11,696.00 | |||
| 0150 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0160 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
| 0170 | REMOVE PAVEMENT | 02091 | SQYD | 5,264.00 | 5,264.000 | 1,283.330 | 1,283.330 | 1.50 | 1,924.99 | |||
| 0180 | TEMPORARY DITCH | 02159 | LF | 6,410.00 | 6,410.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0190 | ROADWAY EXCAVATION | 02200 | CUYD | 324,519.00 | 0.000 | 0.000 | 0.000 | 2.81 | 0.00 | |||
| 0200 | GRANULAR EMBANKMENT | 02223 | CUYD | 5,686.00 | 5,686.000 | 1,617.920 | 1,617.920 | 10.00 | 16,179.20 | |||
| 0210 | WATER | 02242 | MGAL | 265.00 | 265.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0220 | REMOVE GUARDRAIL | 02381 | LF | 201.00 | 201.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0230 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 31.00 | 31.000 | 31.000 | 31.000 | 80.00 | 2,480.00 | |||
| 0240 | CHANNEL LINING CLASS III | 02484 | TON | 143.00 | 143.000 | 286.390 | 286.390 | 20.00 | 5,727.80 | |||
| 0250 | CLEARING AND GRUBBING 26 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 41,000.00 | 41,000.00 | |||
| 0260 | EDGE KEY | 02585 | LF | 33.50 | 33.500 | 45.000 | 45.000 | 50.00 | 2,250.00 | |||
| 0270 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 76,762.00 | 76,762.000 | 5,145.340 | 5,145.340 | 2.19 | 11,268.29 | |||
| 0280 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 178.00 | 178.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0290 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 46,000.00 | 46,000.00 | |||
| 0300 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0310 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 15,000.00 | 30,000.00 | |||
| 0320 | TEMPORARY SILT FENCE | 02701 | LF | 6,099.00 | 6,099.000 | 1,596.000 | 1,596.000 | 2.25 | 3,591.00 | |||
| 0330 | SILT TRAP TYPE A NO. 2 | 02703 | EACH | 8.00 | 8.000 | 3.000 | 3.000 | 265.00 | 795.00 | |||
| 0340 | SILT TRAP TYPE B | 02704 | EACH | 43.00 | 43.000 | 12.000 | 12.000 | 460.00 | 5,520.00 | |||
| 0350 | CLEAN SILT TRAP TYPE A NO. 2 | 02706 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0360 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 129.00 | 129.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0370 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 18,297.00 | 18,297.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0380 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 42,500.00 | 42,500.00 | |||
| 0390 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0400 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,358.00 | 3,358.000 | 3,649.560 | 3,649.560 | 1.25 | 4,561.95 | |||
| 0410 | TEMPORARY MULCH | 05952 | SQYD | 125,840.00 | 125,840.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0420 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 7,450.00 | 7,450.000 | 5,958.333 | 5,958.333 | 0.20 | 1,191.66 | |||
| 0430 | TOPDRESSING FERTILIZER | 05966 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0440 | SEEDING AND PROTECTION | 05985 | SQYD | 74,471.00 | 74,471.000 | 60,030.278 | 60,030.278 | 0.31 | 18,609.38 | |||
| 0450 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 22,031.00 | 22,031.000 | 18,272.222 | 18,272.222 | 0.24 | 4,385.33 | |||
| 0460 | SODDING | 05990 | SQYD | 460.00 | 460.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0470 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 5,829.00 | 5,829.000 | 56,820.000 | 56,820.000 | 0.19 | 10,795.80 | |||
| 0480 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 27,715.00 | 27,715.000 | 16,651.000 | 16,651.000 | 0.19 | 3,163.69 | |||
| 0490 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 25.00 | 25.000 | 24.000 | 24.000 | 9.00 | 216.00 | |||
| 0500 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 160.00 | 190.000 | 124.000 | 124.000 | 23.00 | 2,852.00 | |||
| 0510 | CONCRETE-CLASS A | 08100 | CUYD | 6.53 | 6.530 | 6.530 | 6.530 | 900.00 | 5,877.00 | |||
| 0520 | STEEL REINFORCEMENT | 08150 | LB | 496.00 | 496.000 | 496.000 | 496.000 | 1.00 | 496.00 | |||
| 0530 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 8000 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 0.00 | 80.000 | 172.000 | 172.000 | 11.00 | 1,892.00 | |||
| 8001 | BARRICADE-TYPE III | 02014 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 250.00 | 1,000.00 | |||
| 8002 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 0.00 | 400.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 8003 | SIGNS | 02562 | SQFT | 0.00 | 472.000 | 472.000 | 472.000 | 12.00 | 5,664.00 | |||
| 8004 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 186,596.430 | 926.060 | 110,981.020 | 111,907.080 | 1.00 | 926.06 | 111,907.08 | |
| 8005 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 1.000 | 694.390 | -13,164.410 | -12,470.020 | 1.00 | 694.39 | -12,470.02 | |
| 8006 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 142,000.000 | 11,605.380 | 11,605.380 | 1.00 | 11,605.38 | |||
| 8007 | REMOVE AND RESET HEADWALL | 21423ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 8008 | STAKING & GRADING | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 8009 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
| 8010 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 0.00 | 32.800 | 32.800 | 32.800 | 152.00 | 4,985.60 | |||
| 8011 | MOBILIZATION FOR MILL & TEXT WITH PATCHING | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
| 8012 | ASPH PAVE MILLING & TEXTURING Associated with Additional Patching due to Mine Subsidence | 02677 | TON | 0.00 | 77.590 | 77.590 | 77.590 | 152.00 | 11,793.68 | |||
| 8013 | MAINTAIN & CONTROL TRAFFIC EXTRA | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 8014 | MOBILIZATION FOR PATCHING OPERATIONS | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 8015 | COST PLUS WORK ENTRANCE LT 22+50 | 10080NS | LS | 0.00 | 0.000 | -0.560 | 0.560 | 0.000 | 23,000.00 | -12,880.00 | 0.00 | |
| 8016 | CRUSHED STONE BASE UNDERRUN ADJ | 00003 | TON | 0.00 | 14,578.770 | 14,846.340 | 14,846.340 | 17.28 | 256,544.75 | |||
| 8017 | CL2 ASPH BASE 1.50D PG64-22 UNDERRUN ADJ | 00203 | TON | 0.00 | 5,992.708 | 5,992.708 | 5,992.708 | 58.27 | 349,225.05 | |||
| 8018 | ROADWAY EXCAVATION UNDERRUN ADJ | 02200 | CUYD | 0.00 | 280,688.330 | 281,045.330 | 281,045.330 | 2.85 | 801,541.28 | |||
| 8019 | COST PLUS WORK Approach Lt 22+50 | 10080NSD | DOLL | 0.00 | 9,393.220 | 9,393.220 | 0.000 | 9,393.220 | 1.00 | 9,393.22 | 9,393.22 | |
| 8020 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 0.001 | 930.800 | 0.000 | 930.800 | 1.00 | 930.80 | 930.80 | |
| 8021 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8022 | NON-SPEC MATERIAL RS-2 | 10070NS | DOLL | 0.00 | 0.001 | -890.550 | 0.000 | -890.550 | 1.00 | -890.55 | -890.55 | |
| Project | DE06300300552 | Fed/State Project Number | FD04 063 0030 | Category | 0002 BRIDGE | |||||||
| 0540 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 16.400 | 16.400 | 50.00 | 820.00 | |||
| 0550 | FOUNDATION PREPARATION 25615 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0560 | CONCRETE-CLASS A | 08100 | CUYD | 115.70 | 115.700 | 115.700 | 115.700 | 475.00 | 54,957.50 | |||
| 0570 | STEEL REINFORCEMENT | 08150 | LB | 11,437.00 | 11,437.000 | 11,437.000 | 11,437.000 | 0.72 | 8,234.64 | |||
| Project | DE06300300552 | Fed/State Project Number | FD04 063 0030 | Category | 0003 DEMOBILIZATION | |||||||
| 0580 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0590 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 53,136.09 | 13,284.02 | 53,136.09 | |
| Project | DE06300300552 | Fed/State Project Number | FD04 063 0030 | Category | 0004 BRIDGE | |||||||
| 0600 | FOUNDATION PREPARATION 25616 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0610 | CONCRETE-CLASS A | 08100 | CUYD | 93.30 | 93.300 | 93.300 | 93.300 | 475.00 | 44,317.50 | |||
| 0620 | STEEL REINFORCEMENT | 08150 | LB | 9,386.00 | 9,386.000 | 9,386.000 | 9,386.000 | 0.72 | 6,757.92 | |||
| Project | DE06300300552 | Fed/State Project Number | FD04 063 0030 | Category | 0005 BRIDGE | |||||||
| 0630 | FOUNDATION PREPARATION 25617 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0640 | CONCRETE-CLASS A | 08100 | CUYD | 116.70 | 116.700 | 116.700 | 116.700 | 475.00 | 55,432.50 | |||
| 0650 | STEEL REINFORCEMENT | 08150 | LB | 11,158.00 | 11,158.000 | 11,158.000 | 11,158.000 | 0.72 | 8,033.76 | |||
| SUBTOT | $11,282.94 |
$2,790,171.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||