|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091058 | Estimate Number | 0023 | Estimate Type FINAL | |||
| District Office | FLEMINGSBURG (09340) Gillum, Brian S., P.E. | ||||||
| Contractor | PHILMOR CONTRACTING INC | ADDR SN 0 VC Code VC0000016957 | |||||
| 209 CHARDONNAY CT | |||||||
| WINCHESTER , KY , 40391 | |||||||
| Pay Period | 03/09/2011 TO 01/24/2012 | ||||||
| Date Approved | 02/08/2012 | ||||||
| Primary Proj Number | DE032003209W1 | ||||||
| Project No. | BRO 5255 (017) | ||||||
| Primary County | ELLIOTT | ||||||
| Name of Road | SANDY HOOK-ISONVILLE ROAD (KY 32) | ||||||
| Description | REPLACE BRIDGE AND APPROACHES ON KY 32 OVER MIDDLE FORK | ||||||
| Date Let | 09/25/2009 | Formal Acceptance | 06/10/2011 | ||||
| Date Awarded | 10/06/2009 | Date Work Began | 11/16/2009 | ||||
| Date Contract Executed | 10/29/2009 | Open To Traffic | 09/10/2010 | ||||
| Date NTP Issued | 10/29/2009 | Actual Completion Date | 09/10/2010 | ||||
| Current Contract Amount | $1,756,784.08 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,462,980.02 |
Total Earnings | $1,740,409.00 |
$1,717,159.00 |
$23,250.00 |
|
| Percent Complete | 99.07 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $16,375.08 |
Gross Earnings | $1,740,409.00 |
$1,717,159.00 |
$23,250.00 |
|
| Total Change Orders | $293,804.06 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,740,409.00 |
$1,717,159.00 |
$23,250.00 |
|||
| Contract Id | 091058 | Change Order Summary |
County | ELLIOTT | ||||||
| Estimate Nbr | 0023 | Project Number | BRO 5255 (017) | |||||||
| Contractor | PHILMOR CONTRACTING INC | Period | 03/09/2011 TO 01/24/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Cut Revision | Approved | 08/23/2010 | $143,804.06 | 10.0 | |||||
| 003 | Claim Settlement | Approved | 02/16/2011 | $150,000.00 | 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 | 091058 | COMMONWEALTH OF KENTUCKY |
County | ELLIOTT | ||||||
| Contract No | E3, E5 | TRANSPORTATION CABINET |
Primary Project Number | DE032003209W1 | ||||||
| Estimate Nbr | 0023 | Period | 03/09/2011 TO 01/24/2012 | |||||||
| Contractor | PHILMOR CONTRACTING INC | |||||||||
| Project | DE032003209W1 | Fed/State Project Number | BRO 5255 (017) | 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 | DGA BASE | 00001 | TON | 4,419.00 | 4,419.000 | 3,320.000 | 3,320.000 | 22.75 | 75,530.00 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 42.00 | 42.000 | 49.370 | 49.370 | 135.00 | 6,664.95 | |||
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,977.00 | 2,977.000 | 2,986.160 | 2,986.160 | 79.50 | 237,399.72 | |||
| 0040 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 5.00 | 5.000 | 3.630 | 3.630 | 550.00 | 1,996.50 | |||
| 0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 304.00 | 304.000 | 619.280 | 619.280 | 118.00 | 73,075.04 | |||
| 0060 | ENTRANCE PIPE-15 IN | 00440 | LF | 52.00 | 52.000 | 72.000 | 72.000 | 33.30 | 2,397.60 | |||
| 0070 | CULVERT PIPE-18 IN | 00462 | LF | 56.00 | 56.000 | 56.000 | 56.000 | 54.20 | 3,035.20 | |||
| 0079 | REMOVE STRUCTURE BRIDGE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,000.00 | 9,000.00 | |||
| 0090 | CULVERT PIPE-48 IN | 00470 | LF | 95.00 | 95.000 | 80.000 | 80.000 | 130.20 | 10,416.00 | |||
| 0100 | STORM SEWER PIPE-18 IN | 00522 | LF | 180.00 | 180.000 | 180.000 | 180.000 | 45.00 | 8,100.00 | |||
| 0110 | PERFORATED PIPE-4 IN | 01000 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 8.00 | 960.00 | |||
| 0120 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0130 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 3.00 | 3.000 | 1.000 | 2.000 | 3.000 | 550.00 | 550.00 | 1,650.00 | |
| 0140 | METAL END SECTION TY 1-18 IN | 01371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | |||
| 0150 | METAL END SECTION TY 3-48 IN | 01397 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,700.00 | 5,700.00 | |||
| 0160 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0170 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0180 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 18.32 | 1,832.00 | |||
| 0190 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 6.000 | 6.000 | 115.00 | 690.00 | |||
| 0200 | REMOVE PAVEMENT | 02091 | SQYD | 867.00 | 867.000 | 867.000 | 867.000 | 3.75 | 3,251.25 | |||
| 0210 | TEMP DITCH | 02159 | LF | 875.00 | 875.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0220 | STRUCTURE DEMOLITION | 02191 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0230 | ROADWAY EXCAVATION | 02200 | CUYD | 20,920.00 | 20,920.000 | 20,920.000 | 20,920.000 | 5.10 | 106,692.00 | |||
| 0240 | WATER | 02242 | MGAL | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0250 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,075.00 | 2,075.000 | 2,075.000 | 2,075.000 | 14.70 | 30,502.50 | |||
| 0260 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 35.00 | 175.00 | |||
| 0270 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,900.00 | 7,600.00 | |||
| 0280 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 0290 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 827.00 | 827.00 | |||
| 0300 | GUARDRAIL END TREATMENT TYPE 7 FOR TEMP USE | 02371 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 660.00 | 1,980.00 | |||
| 0310 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2.000 | 600.00 | 600.00 | 1,200.00 | |
| 0320 | REMOVE GUARDRAIL | 02381 | LF | 462.50 | 462.500 | 50.000 | 662.500 | 712.500 | 2.00 | 100.00 | 1,425.00 | |
| 0330 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,850.00 | 1,850.00 | |||
| 0340 | TEMP GUARDRAIL | 02397 | LF | 650.00 | 650.000 | 162.500 | 162.500 | 9.00 | 1,462.50 | |||
| 0350 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 80.00 | 1,760.00 | |||
| 0360 | WITNESS POST | 02432 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 50.00 | 600.00 | |||
| 0370 | CHANNEL LINING CLASS II | 02483 | TON | 326.00 | 326.000 | 152.270 | 152.270 | 24.00 | 3,654.48 | |||
| 0380 | CHANNEL LINING CLASS III | 02484 | TON | 1,243.00 | 1,243.000 | 1,188.850 | 1,188.850 | 25.00 | 29,721.25 | |||
| 0390 | CLEARING AND GRUBBING 6 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 57,000.00 | 57,000.00 | |||
| 0400 | SIGNS | 02562 | SQFT | 254.00 | 254.000 | 358.500 | 358.500 | 8.00 | 2,868.00 | |||
| 0410 | EDGE KEY | 02585 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 45.00 | 2,700.00 | |||
| 0420 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 276.00 | 276.000 | 238.000 | 238.000 | 2.10 | 499.80 | |||
| 0430 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 360.00 | 360.000 | 360.000 | 360.000 | 2.00 | 720.00 | |||
| 0440 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 21,000.00 | 21,000.00 | |||
| 0450 | SAFELOADING | 02690 | CUYD | 35.00 | 35.000 | 24.000 | 24.000 | 150.00 | 3,600.00 | |||
| 0460 | TEMP SILT FENCE | 02701 | LF | 875.00 | 875.000 | 1,606.000 | 1,606.000 | 2.10 | 3,372.60 | |||
| 0470 | SILT TRAP TYPE A | 02703 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 225.00 | 450.00 | |||
| 0480 | SILT TRAP TYPE B | 02704 | EACH | 5.00 | 5.000 | 8.000 | 8.000 | 75.00 | 600.00 | |||
| 0490 | SILT TRAP TYPE C | 02705 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 100.00 | 300.00 | |||
| 0500 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 15.00 | 15.000 | 6.000 | 6.000 | 75.00 | 450.00 | |||
| 0510 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0520 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0530 | CLEAN TEMP SILT FENCE | 02709 | LF | 875.00 | 875.000 | 60.000 | 60.000 | 0.25 | 15.00 | |||
| 0540 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,500.00 | 11,500.00 | |||
| 0550 | REMOVE STRUCTURE CULVERT | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0560 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,604.00 | 5,604.000 | 5,603.000 | 5,603.000 | 1.20 | 6,723.60 | |||
| 0570 | TEMP MULCH | 05952 | SQYD | 30,380.00 | 30,380.000 | 12,305.000 | 12,305.000 | 0.17 | 2,091.85 | |||
| 0580 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 30,380.00 | 30,380.000 | 3,284.000 | 3,284.000 | 0.18 | 591.12 | |||
| 0590 | TOPDRESSING FERTILIZER | 05966 | TON | 0.50 | 0.500 | 0.500 | 0.500 | 900.00 | 450.00 | |||
| 0600 | SEEDING AND PROTECTION | 05985 | SQYD | 10,648.00 | 10,648.000 | 15,796.000 | 15,796.000 | 0.30 | 4,738.80 | |||
| 0610 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 4,933.00 | 4,933.000 | 4,874.000 | 4,874.000 | 0.19 | 926.06 | |||
| 0620 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 25,104.00 | 25,104.000 | 10,866.700 | 10,866.700 | 0.26 | 2,825.34 | |||
| 0630 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 7,000.00 | 7,000.000 | 8,510.000 | 8,510.000 | 0.26 | 2,212.60 | |||
| 0640 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 246.00 | 246.000 | 247.140 | 247.140 | 25.00 | 6,178.50 | |||
| 0650 | CONCRETE-CLASS A | 08100 | CUYD | 3.30 | 3.300 | 3.300 | 3.300 | 750.00 | 2,475.00 | |||
| 0660 | STEEL REINFORCEMENT | 08150 | LB | 248.00 | 248.000 | 248.000 | 248.000 | 1.50 | 372.00 | |||
| 0670 | FUEL ADJUSTMENT | 10020NS | DOLL | 9,896.00 | 9,896.000 | 5,003.820 | 5,003.820 | 1.00 | 5,003.82 | |||
| 0680 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 7,904.00 | 7,904.000 | 8,052.070 | 8,052.070 | 1.00 | 8,052.07 | |||
| 0690 | CLEAN CULVERT | 20465EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0700 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 165.50 | 165.500 | 165.500 | 165.500 | 10.00 | 1,655.00 | |||
| 0710 | TEMPORARY PIPE-30 IN | 23475EC | LF | 80.00 | 80.000 | 40.000 | 40.000 | 10.00 | 400.00 | |||
| 0790 | CULVERT PIPE-42 IN | 00469 | LF | 77.00 | 77.000 | 77.000 | 77.000 | 94.50 | 7,276.50 | |||
| 8001 | CLEARING AND GRUBBING Cut Revision Area | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,850.00 | 8,850.00 | |||
| 8002 | MAINTAIN & CONTROL TRAFFIC Cut Revision | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 14,700.00 | 14,700.00 | |||
| 8003 | ROADWAY EXCAVATION Cut Revision | 02200 | CUYD | 0.00 | 12,964.000 | 12,964.000 | 12,964.000 | 9.27 | 120,254.06 | |||
| 8004 | DELAY COST Claim for Delays Settlement | 10070NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| Project | DE032003209W1 | Fed/State Project Number | BRO 5255 (017) | Category | 0002 BRIDGE | |||||||
| 0080 | CONCRETE-CLASS A | 08100 | CUYD | 262.70 | 262.700 | 262.700 | 262.700 | 445.33 | 116,988.19 | |||
| 0081 | STEEL REINFORCEMENT | 08150 | LB | 31,237.00 | 31,237.000 | 31,237.000 | 31,237.000 | 0.84 | 26,239.08 | |||
| 0082 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 385.00 | 385.000 | 385.000 | 385.000 | 13.40 | 5,159.00 | |||
| 0083 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 76.00 | 76.000 | 76.000 | 76.000 | 20.30 | 1,542.80 | |||
| 0084 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 782.00 | 782.000 | 678.710 | 678.710 | 24.03 | 16,309.40 | |||
| 0085 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 252.00 | 252.000 | 252.000 | 252.000 | 35.58 | 8,966.16 | |||
| 0086 | PILES-STEEL HP12X53 | 08046 | LF | 360.00 | 360.000 | 379.000 | 379.000 | 48.79 | 18,491.41 | |||
| 0087 | TEST PILES | 08033 | LF | 51.00 | 51.000 | 50.000 | 50.000 | 48.79 | 2,439.50 | |||
| 0088 | PILE POINTS-12 IN | 08094 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 56.29 | 1,013.22 | |||
| 0720 | MASONRY COATING | 02998 | SQYD | 329.00 | 329.000 | 329.000 | 329.000 | 6.22 | 2,046.38 | |||
| 0730 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 78.10 | 78.100 | 78.100 | 78.100 | 61.56 | 4,807.83 | |||
| 0740 | CONCRETE-CLASS AA | 08104 | CUYD | 254.20 | 254.200 | 254.200 | 254.200 | 500.94 | 127,338.94 | |||
| 0750 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 66,056.00 | 66,056.000 | 66,056.000 | 66,056.000 | 0.93 | 61,432.08 | |||
| 0760 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 807.30 | 807.300 | 807.300 | 807.300 | 224.25 | 181,037.02 | |||
| 0770 | RAIL SYSTEM TYPE III | 21532ED | LF | 407.30 | 407.300 | 407.300 | 407.300 | 106.06 | 43,198.23 | |||
| Project | DE032003209W1 | Fed/State Project Number | BRO 5255 (017) | Category | 0003 DEMOBILIZATION | |||||||
| 0780 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 22,000.00 | 22,000.00 | 22,000.00 | |
| SUBTOT | $23,250.00 |
$1,740,408.98 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0086-1-0I |
PILES-STEEL HP 12X53 | FT |
360.00 | 0006 | $35.590000 | $12,812.40 | ||||||
0750-1-0I |
STEEL REINFORCEMENT-EPOXY COATED | LB |
66,056.00 | 0006 | $0.230000 | $15,192.88 | ||||||
0760-1-0I |
PRECAST PC I BEAM TYPE 4 | LF |
807.30 | 0007 | $146.520000 | $118,285.60 | ||||||
0086-1-0A |
PILES-STEEL HP 12X53 | FT |
360.00 | 0010 | $35.590000 | $-12,812.40 | ||||||
0750-1-0A |
STEEL REINFORCEMENT-EPOXY COATED | LB |
10,961.00 | 0011 | $0.230000 | $-2,521.03 | ||||||
0760-1-0A |
PRECAST PC I BEAM TYPE 4 | LF |
807.30 | 0012 | $146.520000 | $-118,285.60 | ||||||
0750-1-0A |
STEEL REINFORCEMENT-EPOXY COATED | LB |
55,095.00 | 0015 | $0.230000 | $-12,671.85 | ||||||
| SUBTOT | $0.00 |
|||||||||||