|
Report_Id: 020602 Est NO 0051 |
Date:02/14/2012 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 020602 | Estimate Number | 0051 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12340) Childers, Charles B. (Chuck), P.E. | ||||||
| Contractor | ELMO GREER & SONS LLC | ADDR SN 0 VC Code VC0000093753 | |||||
| P O BOX 730 | |||||||
| LONDON , KY , 40743-0730 | |||||||
| Pay Period | 04/12/2010 TO 01/28/2012 | ||||||
| Date Approved | 02/06/2012 | ||||||
| Primary Proj Number | X098046004002 | ||||||
| Project No. | APD 80-6 (17) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | PIKEVILLE-VIRGINIA STATE LINE ROAD (US460) | ||||||
| Description | RELOCATE US460/KY80 FROM STAGGER FORK TO GREASY CREEK | ||||||
| Date Let | 08/23/2002 | Formal Acceptance | |||||
| Date Awarded | 09/09/2002 | Date Work Began | 11/18/2002 | ||||
| Date Contract Executed | 09/23/2002 | Open To Traffic | |||||
| Date NTP Issued | 09/23/2002 | Actual Completion Date | 08/20/2009 | ||||
| Current Contract Amount | $20,330,469.30 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $17,247,351.07 |
Total Earnings | $20,073,870.85 |
$20,010,936.05 |
$62,934.80 |
|
| Percent Complete | 98.74 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $256,598.45 |
Gross Earnings | $20,073,870.85 |
$20,010,936.05 |
$62,934.80 |
|
| Total Change Orders | $3,083,118.23 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $20,073,870.85 |
$20,010,936.05 |
$62,934.80 |
|||
| Contract Id | 020602 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0051 | Project Number | APD 80-6 (17) | |||||||
| Contractor | ELMO GREER & SONS LLC | Period | 04/12/2010 TO 01/28/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Rock Piling Cores | Approved | 09/08/2005 | $1,190,598.75 | 25.0 | |||||
| 003 | Settlement Platforms | Approved | 05/23/2006 | $26,846.19 | 0.0 | |||||
| 004 | Fuel Adjustment | Approved | 02/21/2007 | $1,761,589.40 | 0.0 | |||||
| 005 | COST PLUS - MINE OPENING VARIOUS LOCATIONS | Approved | 11/02/2007 | $545,827.73 | 0.0 | |||||
| 006 | Close out Contract | Approved | 03/05/2010 | $-441,743.84 | 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 |
||
| X098046004002 | 0001 | ROADWAY EXCAVATION | FUEL | 0018 | 0.00 |
$0.00 |
$142,728.85 |
||
| X098046004002 | 0001 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$1,282,160.99 |
||
| X098046004002 | 0001 | ROADWAY EXCAVATION | FUEL | 0037 | 0.00 |
$0.00 |
$-1,424,889.84 |
||
| X098046004002 | 8000 | FUEL ADJUSTMENT | FUEL | 0037 | 0.00 |
$0.00 |
$94,208.00 |
||
| X098046004002 | 8002 | FUEL ADJUSTMENT | FUEL | 0037 | 0.00 |
$0.00 |
$-94,208.00 |
||
| X098046004002 | 0061 | PRECAST PC I BEAM TYPE 4 | OTHER | 0045 | 145.40 |
$259.70 |
$37,760.38 |
||
| X098046004002 | 0071 | PRECAST PC I BEAM TYPE 4 | OTHER | 0045 | 145.40 |
$259.70 |
$37,760.38 |
||
| X098046004002 | 0061 | PRECAST PC I BEAM TYPE 4 | OTHER | 0049 | -145.40 |
$259.70 |
$-37,760.38 |
||
| X098046004002 | 0071 | PRECAST PC I BEAM TYPE 4 | OTHER | 0049 | -145.40 |
$259.70 |
$-37,760.38 |
||
| Contract Id | 020602 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | X098046004002 | ||||||
| Estimate Nbr | 0051 | Period | 04/12/2010 TO 01/28/2012 | |||||||
| Contractor | ELMO GREER & SONS LLC | |||||||||
| Project | X098046004002 | Fed/State Project Number | APD 80-6 (17) | 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 | |
| 0001 | ROADWAY EXCAVATION | 02200M | CU M | 6,440,613.00 | 6,440,613.000 | 6,537,262.471 | 6,537,262.471 | 2.20 | 14,381,977.43 | |||
| 0002 | WATER | 02242M | CU M | 10,750.00 | 10,750.000 | 22,555.000 | 22,555.000 | 1.00 | 22,555.00 | |||
| 0003 | CONCRETE-CLASS A | 08100M | CU M | 4.83 | 4.830 | 3.410 | 3.410 | 950.00 | 3,239.50 | |||
| 0004 | STEEL REINFORCEMENT | 08150M | KG | 24.80 | 24.800 | 17.200 | 17.200 | 3.00 | 51.60 | |||
| 0005 | SIGNS | 02562M | SQ M | 17.00 | 17.000 | 19.809 | 19.809 | 100.00 | 1,980.90 | |||
| 0006 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0007 | REMOVE PIPE | 01310M | M | 16.00 | 16.000 | 16.000 | 16.000 | 30.00 | 480.00 | |||
| 0008 | PLUG WATER WELL | 02475 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,250.00 | 5,000.00 | |||
| 0009 | CULVERT PIPE-450 MM | 00462M | M | 281.70 | 281.700 | 253.333 | 253.333 | 123.00 | 31,159.95 | |||
| 0010 | CULVERT PIPE-900 MM | 00468M | M | 54.80 | 54.800 | 53.900 | 53.900 | 261.00 | 14,067.90 | |||
| 0011 | CULVERT PIPE-1200 MM | 00470M | M | 37.80 | 37.800 | 37.818 | 37.818 | 376.00 | 14,219.56 | |||
| 0012 | CULVERT PIPE-1350 MM | 00471M | M | 93.40 | 93.400 | 93.220 | 93.220 | 474.00 | 44,186.28 | |||
| 0013 | STORM SEWER PIPE-375 MM | 00521M | M | 66.00 | 66.000 | 66.032 | 66.032 | 95.00 | 6,273.04 | |||
| 0014 | STORM SEWER PIPE-750 MM | 00526M | M | 171.50 | 171.500 | 169.870 | 169.870 | 197.00 | 33,464.39 | |||
| 0015 | STORM SEWER PIPE-900 MM | 00528M | M | 194.10 | 194.100 | 192.700 | 192.700 | 254.00 | 48,945.80 | |||
| 0016 | STORM SEWER PIPE-1050 MM | 00529M | M | 329.40 | 329.400 | 329.580 | 329.580 | 304.00 | 100,192.32 | |||
| 0017 | STORM SEWER PIPE-1200 MM | 00530M | M | 19.60 | 19.600 | 19.564 | 19.564 | 360.00 | 7,043.04 | |||
| 0018 | ENTRANCE PIPE-375 MM | 00440M | M | 15.90 | 15.900 | 0.000 | 0.000 | 92.00 | 0.00 | |||
| 0019 | ENTRANCE PIPE-600 MM | 00443M | M | 8.10 | 8.100 | 0.000 | 0.000 | 143.00 | 0.00 | |||
| 0020 | PERFORATED PIPE-100 MM | 01000M | M | 63.00 | 63.000 | 262.857 | 262.857 | 35.00 | 9,199.99 | |||
| 0021 | NON-PERFORATED PIPE-100 MM | 01010M | M | 53.00 | 53.000 | 89.990 | 89.990 | 22.00 | 1,979.78 | |||
| 0022 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 510.00 | 0.00 | |||
| 0023 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,750.00 | 0.00 | |||
| 0024 | DROP BOX INLET TYPE 2 | 01493 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 1,980.00 | 13,860.00 | |||
| 0025 | DROP BOX INLET TYPE 5B | 01505 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 2,200.00 | 19,800.00 | |||
| 0026 | DROP BOX INLET TYPE 7 | 01538 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 2,200.00 | 15,400.00 | |||
| 0027 | DROP BOX INLET TYPE 14 | 01577 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,420.00 | 2,420.00 | |||
| 0028 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,860.00 | 8,580.00 | |||
| 0029 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,080.00 | 18,480.00 | |||
| 0030 | METAL END SECTION TY 4-48 INCH | 01417 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 4,100.00 | 8,200.00 | |||
| 0031 | METAL END SECTION TY 4-54 INCH | 01418 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,900.00 | 19,600.00 | |||
| 0032 | SETTLEMENT PLATFORM | 02692 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | |||
| 0033 | STEPPED GABION | 09498M02 | MTON | 4,490.00 | 4,490.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0034 | SEEDING AND PROTECTION | 05985M | SQ M | 114,380.00 | 114,380.000 | 292,824.858 | 292,824.858 | 0.38 | 111,273.44 | |||
| 0035 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 11,438.00 | 11,438.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0036 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 102,410.00 | 102,410.000 | 94,816.789 | 94,816.789 | 0.30 | 28,445.03 | |||
| 0037 | SODDING | 05990M | SQ M | 3,733.00 | 3,733.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0038 | TOPDRESSING FERTILIZER | 05966M | MTON | 19.00 | 19.000 | 0.000 | 0.000 | 465.00 | 0.00 | |||
| 0039 | EROSION CONTROL BLANKET | 05950M | SQ M | 6,779.00 | 6,779.000 | 18,675.000 | 18,675.000 | 1.85 | 34,548.75 | |||
| 0040 | SILT TRAP TYPE B | 02704 | EACH | 64.00 | 64.000 | 14.000 | 14.000 | 265.00 | 3,710.00 | |||
| 0041 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 192.00 | 192.000 | 30.000 | 30.000 | 25.00 | 750.00 | |||
| 0042 | SILT CHECK | 02705 | EACH | 34.00 | 34.000 | 76.000 | 76.000 | 50.00 | 3,800.00 | |||
| 0043 | CLEAN SILT CHECK | 02708 | EACH | 102.00 | 102.000 | 182.000 | 182.000 | 15.00 | 2,730.00 | |||
| 0044 | TEMPORARY SILT FENCE | 02701M | M | 3,422.00 | 3,422.000 | 3,800.487 | 3,800.487 | 3.00 | 11,401.46 | |||
| 0045 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 6,844.00 | 6,844.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0046 | CHANNEL LINING CLASS IA | 02482M | MTON | 1,080.00 | 1,080.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 0047 | CHANNEL LINING CLASS II | 02483M | MTON | 3,596.00 | 3,596.000 | 91.310 | 91.310 | 15.00 | 1,369.65 | |||
| 0048 | CHANNEL LINING CLASS IV | 02488M | CU M | 6,653.00 | 6,653.000 | 4,533.100 | 4,533.100 | 4.00 | 18,132.40 | |||
| 0049 | FENCE-WOVEN WIRE TYPE 1 | 02262M | M | 3,092.00 | 3,092.000 | 0.000 | 0.000 | 16.25 | 0.00 | |||
| 0050 | CLEARING AND GRUBBING (47 HECTRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 195,000.00 | 195,000.00 | |||
| 0051 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 115,000.00 | 115,000.00 | |||
| 0052 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0053 | REMOVE STRUCTURE (STA 6+280) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0054 | REMOVE STRUCTURE (STA 78+910) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 8000 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 1,144,711.020 | 1,144,711.000 | 1,144,711.000 | 1.00 | 1,144,711.00 | |||
| 8003 | COST PLUS WORK MINE OPENINGS | 10080NSD | DOLL | 0.00 | 545,827.730 | 545,827.730 | 545,827.730 | 1.00 | 545,827.73 | |||
| Project | X098046004002 | Fed/State Project Number | APD 80-6 (17) | Category | 0003 BRIDGE | |||||||
| 0055 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 132.40 | 0.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0056 | MASONRY COATING | 02998M | SQ M | 1,140.40 | 0.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0057 | CONCRETE-CLASS A | 08100M | CU M | 80.20 | 0.000 | 0.000 | 0.000 | 394.00 | 0.00 | |||
| 0058 | CONCRETE-CLASS AA | 08104M | CU M | 127.90 | 0.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0059 | STEEL REINF-EPOXY COATED | 08151M | KG | 17,932.00 | 0.000 | 0.000 | 0.000 | 1.32 | 0.00 | |||
| 0060 | STEEL REINFORCEMENT | 08150M | KG | 1,756.00 | 0.000 | 0.000 | 0.000 | 1.32 | 0.00 | |||
| 0061 | PRECAST PC I BEAM TYPE 4 | 08634M | M | 145.40 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0062 | RETAINING WALL | 08018M | SQ M | 854.00 | 726.500 | 726.500 | 726.500 | 275.00 | 199,787.50 | |||
| 0063 | STRUCTURAL STEEL (WB) (APPROX 886.8 KG) | 08160 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0064 | FOUNDATION PREPARATION (WEST BRIDGE) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,000.00 | 0.00 | |||
| 0083 | CRUSHED AGGREGATE SIZE NO 57 Crushed Aggregat Size No 57 | 00071M | MTON | 0.00 | 58,795.000 | 62,299.597 | 62,299.597 | 20.25 | 1,261,566.83 | |||
| 0084 | STEEL PIPE-63 MM | 03340M | M | 0.00 | 144.780 | 144.780 | 144.780 | 101.70 | 14,724.12 | |||
| 0085 | EW~ steel pipe 100mm | 10099EX | M | 0.00 | 147.830 | 144.830 | 144.830 | 82.00 | 11,876.06 | |||
| Project | X098046004002 | Fed/State Project Number | APD 80-6 (17) | Category | 0005 BRIDGE | |||||||
| 0065 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 137.20 | 0.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0066 | MASONRY COATING | 02998M | SQ M | 1,155.30 | 0.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0067 | CONCRETE-CLASS A | 08100M | CU M | 83.00 | 0.000 | 0.000 | 0.000 | 394.00 | 0.00 | |||
| 0068 | CONCRETE-CLASS AA | 08104M | CU M | 132.00 | 0.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0069 | STEEL REINF-EPOXY COATED | 08151M | KG | 16,312.00 | 0.000 | 0.000 | 0.000 | 1.32 | 0.00 | |||
| 0070 | STEEL REINFORCEMENT | 08150M | KG | 1,814.00 | 0.000 | 0.000 | 0.000 | 1.32 | 0.00 | |||
| 0071 | PRECAST PC I BEAM TYPE 4 | 08634M | M | 145.40 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0072 | RETAINING WALL | 08018M | SQ M | 863.00 | 732.625 | 732.625 | 732.625 | 275.00 | 201,471.87 | |||
| 0073 | STRUCTURAL STEEL (EB) (APPROX 91 KG) | 08160 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 4,600.00 | 0.00 | |||
| 0074 | FOUNDATION PREPARATION (EAST BRIDGE) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,000.00 | 0.00 | |||
| Project | X098046004002 | Fed/State Project Number | APD 80-6 (17) | Category | 0007 BRIDGE | |||||||
| 0075 | CONCRETE-CLASS A | 08100M | CU M | 292.00 | 292.000 | 292.000 | 292.000 | 394.00 | 115,048.00 | |||
| 0076 | STEEL REINFORCEMENT | 08150M | KG | 44,733.00 | 44,733.000 | 44,733.000 | 44,733.000 | 1.32 | 59,047.56 | |||
| 0077 | FOUNDATION PREPARATION (CULVERT) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,500.00 | 17,500.00 | |||
| Project | X098046004002 | Fed/State Project Number | APD 80-6 (17) | Category | 0009 WATERLINE | |||||||
| 0078 | STEEL ENCASEMENT PIPE-300 MM (BORED) | 01069M | M | 20.00 | 20.000 | 19.817 | 19.817 | 400.00 | 7,926.80 | |||
| 0079 | DUCTILE IRON PIPE-150 MM | 01093M | M | 70.00 | 70.000 | 71.341 | 71.341 | 107.00 | 7,633.48 | |||
| 0080 | FIRE HYDRANT | 02606 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,600.00 | 2,600.00 | |||
| 0081 | GATE VALVE-6 INCH | 03526 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 850.00 | 1,700.00 | |||
| 0082 | TIE-IN | 03479 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| Project | X098046004002 | Fed/State Project Number | APD 80-6 (17) | Category | 0011 TRAINEES | |||||||
| 0090 | TRAINEE PAYMENT REIMBURSEMENT | 02742 | HOUR | 6,600.00 | 6,600.000 | 3,729.000 | 3,729.000 | 1.00 | 3,729.00 | |||
| Project | X098046004002 | Fed/State Project Number | APD 80-6 (17) | Category | 0013 MOB / DEMOB | |||||||
| 0100 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 213,000.00 | 213,000.00 | |||
| 0105 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.500 | 0.750 | 251,739.18 | 62,934.79 | 188,804.38 | |
| Project | X098046004002 | Fed/State Project Number | APD 80-6 (17) | Category | 0014 FUEL ADJUSTMENT NON PARTICIPATING | |||||||
| 8002 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | DOLL | 0.00 | 616,878.380 | 616,878.380 | 616,878.380 | 1.00 | 616,878.38 | |||
| 8004 | PRECAST PC I BEAM TYPE 4 INVOICE COST | 08634M | M | 0.00 | 145.400 | 145.400 | 145.400 | 259.70 | 37,760.38 | |||
| 8005 | PRECAST PC I BEAM TYPE 4 INVOICE COST | 08634M | M | 0.00 | 145.400 | 145.400 | 145.400 | 259.70 | 37,760.38 | |||
| SUBTOT | $62,934.79 |
$20,073,870.75 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0061-1-0I |
PRECAST PC I BEAM TY 4 (E007) | M |
145.40 | 0001 | $375.00000 | $35,871.99 | ||||||
0071-1-0I |
PRECAST PC I BEAM | M |
145.40 | 0001 | $375.000000 | $35,871.99 | ||||||
0061-10C |
PRECAST PC I BEAM TY 4 (E007) | M |
0.00 | 0045 | $246.712448 | $-35,871.99 | ||||||
0071-10C |
PRECAST PC I BEAM | M |
0.00 | 0045 | $246.712448 | $-35,871.99 | ||||||
| SUBTOT | $0.00 |
|||||||||||