|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/17/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061000 | Estimate Number | 0023 | Estimate Type FINAL | |||
| District Office | PIKEVILLE (12360) Wright, Doug | ||||||
| Contractor | BIZZACK INC | ADDR SN 1 VC Code VC0000088060 | |||||
| PO BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 09/24/2011 TO 05/14/2013 | ||||||
| Date Approved | 07/15/2013 | ||||||
| Primary Proj Number | DE058204005R1 | ||||||
| Project No. | BRZ 1203 (245) | ||||||
| Primary County | JOHNSON | ||||||
| Name of Road | OFFUTT ROAD (KY 2040) | ||||||
| Description | REPLACE BRIDGE AND APPROACHES AT GREASY CREEK 0.100 MILE NORTHWEST OF KY 40 | ||||||
| Date Let | 01/20/2006 | Formal Acceptance | 05/08/2008 | ||||
| Date Awarded | 01/27/2006 | Date Work Began | 04/01/2006 | ||||
| Date Contract Executed | 02/09/2006 | Open To Traffic | 05/30/2007 | ||||
| Date NTP Issued | 02/09/2006 | Actual Completion Date | 05/30/2007 | ||||
| Current Contract Amount | $1,256,162.98 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,169,668.52 |
Total Earnings | $1,256,162.97 |
$1,251,841.53 |
$4,321.44 |
|
| Percent Complete | 100 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $0.01 |
Gross Earnings | $1,256,162.97 |
$1,251,841.53 |
$4,321.44 |
|
| Total Change Orders | $86,494.46 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,256,162.97 |
$1,251,841.53 |
$4,321.44 |
|||
| Contract Id | 061000 | Change Order Summary |
County | JOHNSON | ||||||
| Estimate Nbr | 0023 | Project Number | BRZ 1203 (245) | |||||||
| Contractor | BIZZACK INC | Period | 09/24/2011 TO 05/14/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Modifications to Meade School Entrance and waterline reloc | Approved | 11/20/2006 | $39,244.39 | 5.0 | |||||
| 002 | Adjustment - Roadway Excavation | Approved | 09/18/2009 | $28,581.47 | 0.0 | |||||
| 003 | Water Line, DBI, DGA, Piling, Mass Concrete | Approved | 09/23/2011 | $18,668.60 | 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 | 061000 | COMMONWEALTH OF KENTUCKY |
County | JOHNSON | ||||||
| Contract No | E3, E5 | TRANSPORTATION CABINET |
Primary Project Number | DE058204005R1 | ||||||
| Estimate Nbr | 0023 | Period | 09/24/2011 TO 05/14/2013 | |||||||
| Contractor | BIZZACK INC | |||||||||
| Project | DE058204005R1 | Fed/State Project Number | BRZ 1203 (245) | 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 | 1,489.00 | 1,369.510 | 1,369.510 | 1,369.510 | 35.95 | 49,233.88 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 300.00 | 0.000 | 0.000 | 0.000 | 19.65 | 0.00 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2.00 | 0.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,306.00 | 1,383.420 | 1,383.420 | 1,383.420 | 75.20 | 104,033.18 | |||
| 0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 284.00 | 262.870 | 262.870 | 262.870 | 98.60 | 25,918.98 | |||
| 0060 | ENTRANCE PIPE-15 INCH | 00440 | LF | 44.00 | 44.000 | 44.000 | 44.000 | 33.80 | 1,487.20 | |||
| 0070 | ENTRANCE PIPE-18 INCH | 00441 | LF | 175.00 | 188.000 | 188.000 | 188.000 | 41.05 | 7,717.40 | |||
| 0080 | CULVERT PIPE-36 INCH | 00468 | LF | 134.00 | 134.000 | 134.000 | 134.000 | 125.30 | 16,790.20 | |||
| 0090 | PERFORATED PIPE-4 INCH | 01000 | LF | 40.00 | 0.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0100 | PERFORATED PIPE-8 INCH | 01002 | LF | 50.00 | 0.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0110 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 10.00 | 0.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0120 | NON-PERFORATED PIPE-8 INCH | 01012 | LF | 25.00 | 0.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0130 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0140 | PERF PIPE HEADWALL TY 3-8 INCH | 01030 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0150 | REMOVE PIPE | 01310 | LF | 26.00 | 26.000 | 26.000 | 26.000 | 40.00 | 1,040.00 | |||
| 0160 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 0170 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 2.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 0180 | REMOVE PAVEMENT | 02091 | SQYD | 270.00 | 480.000 | 480.000 | 480.000 | 5.00 | 2,400.00 | |||
| 0190 | TEMPORARY DITCH | 02159 | LF | 755.00 | 0.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0200 | ROADWAY EXCAVATION | 02200 | CUYD | 35,062.00 | 39,928.000 | 39,928.000 | 39,928.000 | 8.48 | 338,589.44 | |||
| 0210 | WATER | 02242 | MGAL | 285.00 | 0.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0220 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 287.50 | 748.750 | 748.750 | 748.750 | 16.45 | 12,316.93 | |||
| 0230 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0240 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 5.000 | 5.000 | 5.000 | 60.00 | 300.00 | |||
| 0250 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,900.00 | 5,700.00 | |||
| 0260 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 100.00 | 800.00 | |||
| 0270 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 8.00 | 6.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
| 0280 | CHANNEL LINING CLASS II | 02483 | TON | 742.00 | 25.490 | 25.490 | 25.490 | 21.00 | 535.29 | |||
| 0290 | CLEARING AND GRUBBING 2.4 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 43,500.00 | 43,500.00 | |||
| 0300 | SIGNS | 02562 | SQFT | 466.00 | 302.000 | 302.000 | 302.000 | 10.00 | 3,020.00 | |||
| 0310 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 31,000.00 | 31,000.00 | |||
| 0320 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 52,450.00 | 52,450.00 | |||
| 0330 | TEMPORARY SILT FENCE | 02701 | LF | 4,313.00 | 250.000 | 250.000 | 250.000 | 0.10 | 25.00 | |||
| 0340 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 0.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0350 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 12.00 | 0.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0360 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 8,626.00 | 0.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0370 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,325.00 | 12,325.00 | |||
| 0380 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0390 | TEMPORARY MULCH | 05952 | SQYD | 11,616.00 | 0.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0400 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,600.00 | 0.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0410 | TOPDRESSING FERTILIZER | 05966 | TON | 0.50 | 0.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0420 | SEEDING AND PROTECTION | 05985 | SQYD | 8,000.00 | 9,680.000 | 9,680.000 | 9,680.000 | 0.40 | 3,872.00 | |||
| 0430 | SODDING | 05990 | SQYD | 82.00 | 0.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0440 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 3,020.00 | 1,798.000 | 1,798.000 | 1,798.000 | 0.70 | 1,258.60 | |||
| 0450 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 3,020.00 | 3,320.000 | 3,320.000 | 3,320.000 | 0.70 | 2,324.00 | |||
| 0460 | CONCRETE-CLASS A | 08100 | CUYD | 6.22 | 6.220 | 6.220 | 6.220 | 725.00 | 4,509.50 | |||
| 0470 | STEEL REINFORCEMENT | 08150 | LB | 480.00 | 480.000 | 480.000 | 480.000 | 1.00 | 480.00 | |||
| 0480 | SILT TRAP TYPE C | 20496NS843 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0490 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0500 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0510 | PNEUMATIC BACKSTOWING | 20667ED | TON | 20.00 | 0.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 8001 | CL2 ASPH BIND 0.50D PG64-22 | 00272 | TON | 0.00 | 80.240 | 80.240 | 80.240 | 75.20 | 6,034.04 | |||
| 8002 | TEMPORARY GUARDRAIL | 02397 | LF | 0.00 | 525.000 | 525.000 | 525.000 | 11.00 | 5,775.00 | |||
| 8003 | EW~ 6 IN D.I.P. CL 52 WATERLINE | 10093EX | LF | 0.00 | 622.000 | 622.000 | 622.000 | 50.88 | 31,647.36 | |||
| 8004 | EW~ CONNECT TO EXISTING 6 IN TEE | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 8005 | EW~ CONNECT TO EXISTING 6 IN GATE VALVE | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 770.00 | 770.00 | |||
| 8006 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 3,653.590 | 3,653.590 | 3,653.590 | 1.00 | 3,653.59 | |||
| Project | DE058204005R1 | Fed/State Project Number | BRZ 1203 (245) | Category | 0002 BRIDGE | |||||||
| 0520 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 167.00 | 167.000 | 167.000 | 167.000 | 91.00 | 15,197.00 | |||
| 0530 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 86.250 | 86.250 | 86.250 | 1.00 | 86.25 | |||
| 0540 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 609.00 | 609.000 | 609.000 | 609.000 | 2.00 | 1,218.00 | |||
| 0550 | MASONRY COATING | 02998 | SQYD | 209.00 | 209.000 | 209.000 | 209.000 | 10.00 | 2,090.00 | |||
| 0560 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 115.00 | 115.000 | 115.000 | 115.000 | 75.00 | 8,625.00 | |||
| 0570 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 208.00 | 254.390 | 254.390 | 254.390 | 70.00 | 17,807.30 | |||
| 0580 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 31,000.00 | 31,000.00 | |||
| 0590 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 259.00 | 260.810 | 260.810 | 260.810 | 29.00 | 7,563.49 | |||
| 0600 | TEST PILES | 08033 | LF | 60.00 | 78.740 | 78.740 | 78.740 | 154.00 | 12,125.96 | |||
| 0610 | PILES-STEEL HP14X73 | 08050 | LF | 394.00 | 541.200 | 541.200 | 541.200 | 54.00 | 29,224.80 | |||
| 0620 | PILE POINTS-14 INCH | 08095 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 100.00 | 1,600.00 | |||
| 0630 | CONCRETE-CLASS A | 08100 | CUYD | 344.00 | 354.180 | 354.180 | 354.180 | 383.00 | 135,650.94 | |||
| 0640 | CONCRETE-CLASS AA | 08104 | CUYD | 88.00 | 88.000 | 88.000 | 88.000 | 634.00 | 55,792.00 | |||
| 0650 | STEEL REINFORCEMENT | 08150 | LB | 32,564.00 | 36,309.650 | 36,309.650 | 36,309.650 | 0.86 | 31,226.29 | |||
| 0660 | STEEL REINF-EPOXY COATED | 08151 | LB | 22,653.00 | 22,653.000 | 22,653.000 | 22,653.000 | 0.85 | 19,255.05 | |||
| 0670 | PRECAST PC BOX BEAM CB21-48 | 08663 | LF | 262.80 | 262.800 | 262.800 | 262.800 | 255.00 | 67,014.00 | |||
| 0680 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 91.00 | 77.000 | 77.000 | 77.000 | 148.00 | 11,396.00 | |||
| 8011 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 11.560 | 11.560 | 11.560 | 194.51 | 2,248.53 | |||
| 8012 | PILES-STEEL HP12X53 | 08046 | LF | 0.00 | 30.000 | 30.000 | 30.000 | 50.00 | 1,500.00 | |||
| Project | DE058204005R1 | Fed/State Project Number | BRZ 1203 (245) | Category | 0003 DEMOBILIZATION | |||||||
| 0690 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 17,285.74 | 4,321.43 | 17,285.74 | |
| 8000 | EW~ Accounting adjustment due to rounding calculation errors | 10098NX | DOLL | 0.00 | 0.005 | 0.000 | 0.000 | -1.00 | -0.00 | |||
| SUBTOT | $4,321.43 |
$1,256,162.98 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||