|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:04/02/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 081021 | Estimate Number | 0023 | Estimate Type FINAL | |||
| District Office | PIKEVILLE (12360) Wright, Doug | ||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | ADDR SN 0 VC Code VC0000090528 | |||||
| PO BOX 337 | |||||||
| WEST LIBERTY , KY , 41472 | |||||||
| Pay Period | 05/23/2011 TO 02/19/2014 | ||||||
| Date Approved | 04/01/2014 | ||||||
| Primary Proj Number | DE058017208W1 | ||||||
| Project No. | NCPD 3000(708) | ||||||
| Primary County | JOHNSON | ||||||
| Name of Road | PAINTSVILLE-WEST LIBERTY ROAD (KY 172) | ||||||
| Description | INTERSECTION IMPROVEMENT AT KY 172 AND STONECOAL ROAD | ||||||
| Date Let | 07/25/2008 | Formal Acceptance | 03/12/2010 | ||||
| Date Awarded | 08/05/2008 | Date Work Began | 09/09/2008 | ||||
| Date Contract Executed | 08/26/2008 | Open To Traffic | 08/07/2009 | ||||
| Date NTP Issued | 08/26/2008 | Actual Completion Date | 08/07/2009 | ||||
| Current Contract Amount | $1,592,498.23 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,525,320.30 |
Total Earnings | $1,402,432.44 |
$1,437,133.72 |
$-34,701.28 |
|
| Percent Complete | 88.06 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $190,065.79 |
Gross Earnings | $1,402,432.44 |
$1,437,133.72 |
$-34,701.28 |
|
| Total Change Orders | $67,177.93 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,402,432.44 |
$1,437,133.72 |
$-34,701.28 |
|||
| Contract Id | 081021 | Change Order Summary |
County | JOHNSON | ||||||
| Estimate Nbr | 0023 | Project Number | NCPD 3000(708) | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 05/23/2011 TO 02/19/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Slide Repair, Extra work items | Approved | 04/05/2011 | $67,177.93 | 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 | 081021 | COMMONWEALTH OF KENTUCKY |
County | JOHNSON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE058017208W1 | |||||||
| Estimate Nbr | 0023 | Period | 05/23/2011 TO 02/19/2014 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
| Project | DE058017208W1 | Fed/State Project Number | NCPD 3000(708) | 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 | 3,166.00 | 3,166.000 | 2,042.520 | 2,042.520 | 28.00 | 57,190.56 | |||
| 0020 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 1,989.00 | 1,989.000 | 1,720.360 | 1,720.360 | 47.60 | 81,889.13 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,102.00 | 1,102.000 | 1,331.200 | 1,331.200 | 28.00 | 37,273.60 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 FOR HEADWALL | 00078 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 SIZE NO.2 WORK PLATFORM | 00078 | TON | 320.00 | 320.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0060 | ASPHALT SEAL AGGREGATE | 00100 | TON | 31.00 | 31.000 | 25.180 | 25.180 | 275.00 | 6,924.50 | |||
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,744.00 | 2,744.000 | -3.000 | 2,419.200 | 2,416.200 | 110.00 | -330.00 | 265,782.00 | |
| 0080 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 3.67 | 3.670 | 3.250 | 3.250 | 800.00 | 2,600.00 | |||
| 0090 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 522.00 | 522.000 | 605.310 | 605.310 | 120.00 | 72,637.20 | |||
| 0100 | ENTRANCE PIPE-12 IN | 00439 | LF | 52.00 | 52.000 | 52.000 | 52.000 | 46.00 | 2,392.00 | |||
| 0110 | CULVERT PIPE-15 IN | 00461 | LF | 23.00 | 23.000 | 23.000 | 23.000 | 71.00 | 1,633.00 | |||
| 0120 | CULVERT PIPE-18 IN | 00462 | LF | 86.00 | 86.000 | 86.000 | 86.000 | 77.00 | 6,622.00 | |||
| 0130 | CULVERT PIPE-24 IN | 00464 | LF | 185.00 | 185.000 | 185.000 | 185.000 | 97.00 | 17,945.00 | |||
| 0140 | CULVERT PIPE-48 IN | 00470 | LF | 92.00 | 92.000 | 92.000 | 92.000 | 150.00 | 13,800.00 | |||
| 0150 | PERFORATED PIPE-8 IN | 01002 | LF | 158.00 | 158.000 | 100.000 | 100.000 | 45.00 | 4,500.00 | |||
| 0160 | NON-PERFORATED PIPE-8 IN | 01012 | LF | 58.00 | 58.000 | 115.000 | 115.000 | 7.00 | 805.00 | |||
| 0170 | PERF PIPE HEADWALL TY 3-8 IN | 01030 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 450.00 | 1,350.00 | |||
| 0180 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,800.00 | 8,400.00 | |||
| 0190 | SAFETY BOX INLET-24 IN DBL SDB-5 | 01729 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,800.00 | 6,800.00 | |||
| 0200 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 75.000 | 75.000 | 35.00 | 2,625.00 | |||
| 0210 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| 0220 | TEMP DITCH | 02159 | LF | 1,926.00 | 1,926.000 | 90.000 | 90.000 | 1.00 | 90.00 | |||
| 0230 | EMBANKMENT IN PLACE | 02230 | CUYD | 19,530.00 | 22,247.040 | 22,247.040 | 22,247.040 | 9.55 | 212,459.23 | |||
| 0240 | WATER | 02242 | MGAL | 50.00 | 50.000 | 2.000 | 2.000 | 1.00 | 2.00 | |||
| 0250 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,600.00 | 1,600.000 | 1,645.000 | 1,645.000 | 21.70 | 35,696.50 | |||
| 0260 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 58.95 | 412.65 | |||
| 0270 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,808.25 | 11,233.00 | |||
| 0280 | CHANNEL LINING CLASS II | 02483 | TON | 167.00 | 167.000 | 103.640 | 103.640 | 30.00 | 3,109.20 | |||
| 0290 | CLEARING AND GRUBBING 5.5 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 29,000.00 | 29,000.00 | |||
| 0300 | SIGNS | 02562 | SQFT | 258.06 | 258.060 | 244.880 | 244.880 | 10.00 | 2,448.80 | |||
| 0310 | EDGE KEY | 02585 | LF | 58.00 | 58.000 | 58.000 | 58.000 | 65.48 | 3,797.84 | |||
| 0320 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 515.00 | 515.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0330 | FABRIC-GEOTEXTILE TYPE II | 02597 | SQYD | 167.00 | 167.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0340 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 10,000.00 | 10,000.000 | 1,100.000 | 1,100.000 | 2.30 | 2,530.00 | |||
| 0350 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 11,961.00 | 11,961.000 | 7,841.640 | 7,841.640 | 2.30 | 18,035.77 | |||
| 0360 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 673.00 | 673.000 | 949.460 | 949.460 | 2.00 | 1,898.92 | |||
| 0370 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0380 | LANE CLOSURE | 02653 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0400 | TEMP SILT FENCE | 02701 | LF | 1,926.00 | 1,926.000 | 930.000 | 930.000 | 2.25 | 2,092.50 | |||
| 0410 | SILT TRAP TYPE A | 02703 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0420 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 0430 | SILT TRAP TYPE C | 02705 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 50.00 | 150.00 | |||
| 0440 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0450 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0460 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0470 | CLEAN TEMP SILT FENCE | 02709 | LF | 5,778.00 | 5,778.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0480 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,500.00 | 10,500.00 | |||
| 0490 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,000.00 | 16,000.00 | |||
| 0500 | HPS LUMINAIRE OFFSET | 04772 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0510 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,200.00 | 4,200.00 | |||
| 0520 | EROSION CONTROL BLANKET | 05950 | SQYD | 167.00 | 167.000 | 450.000 | 450.000 | 2.15 | 967.50 | |||
| 0530 | TEMP MULCH | 05952 | SQYD | 19,360.00 | 19,360.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0540 | TOPDRESSING FERTILIZER | 05966 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,625.00 | 0.00 | |||
| 0550 | SEEDING AND PROTECTION | 05985 | SQYD | 19,360.00 | 19,360.000 | 15,944.440 | 15,944.440 | 0.50 | 7,972.22 | |||
| 0560 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 5,000.00 | 5,000.000 | 4,661.000 | 4,661.000 | 0.60 | 2,796.60 | |||
| 0570 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 7,800.00 | 7,800.000 | 6,356.000 | 6,356.000 | 0.60 | 3,813.60 | |||
| 0580 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 450.00 | 450.000 | 312.000 | 312.000 | 7.25 | 2,262.00 | |||
| 0590 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 33.00 | 33.000 | 25.000 | 25.000 | 12.50 | 312.50 | |||
| 0600 | PAVE MARKING-PREF THERM CURV ARROW | 06574 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 175.00 | 350.00 | |||
| 0610 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 515.00 | 515.000 | 522.530 | 522.530 | 32.00 | 16,720.96 | |||
| 0620 | CONCRETE-CLASS A | 08100 | CUYD | 10.86 | 10.860 | 10.860 | 10.860 | 495.00 | 5,375.70 | |||
| 0630 | STEEL REINFORCEMENT | 08150 | LB | 309.00 | 309.000 | 309.000 | 309.000 | 0.99 | 305.91 | |||
| 0640 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 6,532.00 | 6,532.000 | 1,449.720 | 0.000 | 1,449.720 | 1.00 | 1,449.72 | 1,449.72 | |
| 0650 | FUEL ADJUSTMENT | 10020NS | DOLL | 4,375.00 | 4,375.000 | -25,693.570 | 0.000 | -25,693.570 | 1.00 | -25,693.57 | -25,693.57 | |
| 0660 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 5,879.00 | 5,879.000 | -15,844.800 | 0.000 | -15,844.800 | 1.00 | -15,844.80 | -15,844.80 | |
| 0670 | DROP BOX INLET TY 13S(MOD) | 20570ES710 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0680 | SAFETY BOX INLET-12 IN | 22937ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0690 | SAFETY BOX INLET-15 IN | 22938ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0990 | TEMP GUARDRAIL | 02397 | LF | 412.50 | 412.500 | 175.000 | 175.000 | 10.90 | 1,907.50 | |||
| 9000 | REMOVE & RESET GUARDRAIL | 02383 | LF | 0.00 | 487.500 | 487.500 | 487.500 | 9.01 | 4,392.37 | |||
| 9001 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 0.00 | 24.000 | 24.000 | 24.000 | 175.00 | 4,200.00 | |||
| 9002 | WITNESS POST | 02432 | EACH | 0.00 | 11.000 | 5.000 | 5.000 | 50.41 | 252.05 | |||
| 9003 | COST PLUS WORK slide #2 | 10080NSD | DOLL | 0.00 | 16,881.820 | 16,881.820 | 16,881.820 | 1.00 | 16,881.82 | |||
| 9004 | COST PLUS WORK slide #1 | 10080NSD | DOLL | 0.00 | 11,789.470 | 11,789.470 | 11,789.470 | 1.00 | 11,789.47 | |||
| Project | DE058017208W1 | Fed/State Project Number | NCPD 3000(708) | Category | 0002 BRIDGE | |||||||
| 0700 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 93.10 | 93.100 | 93.100 | 93.100 | 45.00 | 4,189.50 | |||
| 0710 | MASONRY COATING | 02998 | SQYD | 477.00 | 477.000 | 477.000 | 477.000 | 12.00 | 5,724.00 | |||
| 0720 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 48.00 | 48.000 | 48.000 | 48.000 | 60.00 | 2,880.00 | |||
| 0730 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 73.90 | 73.900 | 63.520 | 63.520 | 15.00 | 952.80 | |||
| 0740 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 41.20 | 41.200 | 81.670 | 81.670 | 50.00 | 4,083.50 | |||
| 0750 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 145.10 | 145.100 | 182.380 | 182.380 | 32.00 | 5,836.16 | |||
| 0760 | TEST PILES | 08033 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 107.00 | 2,675.00 | |||
| 0770 | PILES-STEEL HP12X53 | 08046 | LF | 111.00 | 111.000 | 106.358 | 106.358 | 97.00 | 10,316.72 | |||
| 0780 | PILE POINTS-12 IN | 08094 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 150.00 | 900.00 | |||
| 0790 | CONCRETE-CLASS A | 08100 | CUYD | 73.50 | 73.500 | 73.500 | 73.500 | 495.00 | 36,382.50 | |||
| 0800 | CONCRETE-CLASS AA | 08104 | CUYD | 109.00 | 113.380 | 113.380 | 113.380 | 779.00 | 88,323.02 | |||
| 0810 | STEEL REINFORCEMENT | 08150 | LB | 2,642.00 | 2,642.000 | 2,642.000 | 2,642.000 | 0.99 | 2,615.58 | |||
| 0820 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 23,849.00 | 23,849.000 | 24,427.000 | 24,427.000 | 1.10 | 26,869.70 | |||
| 0830 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 292.50 | 292.500 | 292.500 | 292.500 | 291.00 | 85,117.50 | |||
| 0840 | RAIL SYSTEM TYPE III | 21532ED | LF | 198.00 | 198.000 | 198.000 | 198.000 | 74.00 | 14,652.00 | |||
| Project | DE058017208W1 | Fed/State Project Number | NCPD 3000(708) | Category | 0003 WATERLINE | |||||||
| 0850 | STEEL ENCASEMENT PIPE-10 IN | 01067 | LF | 84.00 | 84.000 | 80.000 | 80.000 | 100.00 | 8,000.00 | |||
| 0860 | FIRE HYDRANT | 02606 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 4,250.00 | 4,250.00 | |||
| 0870 | PVC PIPE-2 IN | 03381 | LF | 65.00 | 65.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0880 | PVC PIPE-4 IN | 03383 | LF | 310.00 | 310.000 | 300.000 | 300.000 | 10.00 | 3,000.00 | |||
| 0890 | PVC PIPE-6 IN | 03385 | LF | 806.00 | 806.000 | 820.000 | 820.000 | 14.00 | 11,480.00 | |||
| 0900 | REMOVE METER | 03423 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 150.00 | 900.00 | |||
| 0910 | INSTALL WATER METER | 03430 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 450.00 | 3,600.00 | |||
| 0920 | TIE-IN 4 IN | 03464 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
| 0930 | TIE-IN 6 IN | 03466 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 1,600.00 | 6,400.00 | |||
| 0940 | GATE VALVE-4 IN | 03524 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,000.00 | 3,000.00 | |||
| 0950 | GATE VALVE-6 IN | 03526 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,300.00 | 6,500.00 | |||
| 0960 | SERVICE LINE - 1 IN | 21558EC | LF | 450.00 | 450.000 | 484.000 | 484.000 | 4.50 | 2,178.00 | |||
| 0970 | POLYETHYLENE PIPE-8 IN | 23046EN | LF | 700.00 | 700.000 | 700.000 | 700.000 | 35.00 | 24,500.00 | |||
| Project | DE058017208W1 | Fed/State Project Number | NCPD 3000(708) | Category | 0004 DEMOBILIZATION | |||||||
| 0980 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 22,869.47 | 5,717.36 | 22,869.47 | |
| SUBTOT | $-34,701.28 |
$1,402,432.42 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||