|
ContID 061244 EST NO 0008 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061244 | Estimate Number | 0008 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12315) Weddington, Derrick P., P.E. | ||||||
| Contractor | BUSH & BURCHETT INC | MARS ADDR SN 0 | |||||
| PO BOX 400 | |||||||
| ALLEN , KY , 41601 | |||||||
| Pay Period | 12/31/2007 TO 01/27/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DE09815940644 | ||||||
| Project No. | BRZ 1203 (282) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | STAFFORD CEMETERY ROAD (CR 1594) | ||||||
| Description | REPLACE BRIDGE AND APPROACHES OVER BLACKBERRY CREEK ON LOVERS LANE NEAR KY 1056 | ||||||
| Date Let | 07/21/2006 | Formal Acceptance | |||||
| Date Awarded | 08/17/2006 | Date Work Began | 10/10/2007 | ||||
| Date Contract Executed | 09/08/2006 | Open To Traffic | |||||
| Date NTP Issued | 09/08/2006 | Actual Completion Date | |||||
| Current Contract Amount | $528,481.67 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $528,481.67 |
Total Earnings | $363,661.59 |
$360,107.53 |
$3,554.06 |
|
| Percent Complete | 68.81 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $164,820.08 |
Gross Earnings | $363,661.59 |
$360,107.53 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $363,661.59 |
$360,107.53 |
3,554.06 |
|||
| Contract Id | 061244 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0008 | Project Number | BRZ 1203 (282) | |||||||
| Contractor | BUSH & BURCHETT INC | Period | 12/31/2007 TO 01/27/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 061244 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE09815940644 | ||||||
| Estimate Nbr | 0008 | Period | 12/31/2007 TO 01/27/2008 | |||||||
| Contractor | BUSH & BURCHETT INC | |||||||||
| Project | DE09815940644 | Fed/State Project Number | BRZ 1203 (282) | 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 | 413.00 | 413.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 22.00 | 22.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 289.00 | 289.000 | 0.000 | 0.000 | 119.00 | 0.00 | |||
| 0050 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 1.10 | 1.100 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 84.00 | 84.000 | 0.000 | 0.000 | 209.00 | 0.00 | |||
| 0070 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0080 | REMOVE PAVEMENT | 02091 | SQYD | 422.00 | 422.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0090 | TEMPORARY DITCH | 02159 | LF | 480.00 | 480.000 | 155.000 | 155.000 | 1.00 | 155.00 | |||
| 0100 | EMBANKMENT IN PLACE | 02230 | CUYD | 2,539.00 | 2,539.000 | 2,210.000 | 2,210.000 | 19.50 | 43,095.00 | |||
| 0110 | WATER | 02242 | MGAL | 50.00 | 50.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0120 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 162.50 | 162.500 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0130 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0140 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0150 | CHANNEL LINING CLASS II | 02483 | TON | 24.00 | 24.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0160 | CLEARING AND GRUBBING 1.3 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,300.00 | 18,300.00 | |||
| 0170 | SIGNS | 02562 | SQFT | 318.00 | 318.000 | 192.000 | 192.000 | 10.00 | 1,920.00 | |||
| 0180 | EDGE KEY | 02585 | LF | 107.00 | 107.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0190 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 1,310.00 | 1,310.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0200 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 5,000.00 | 2,500.00 | |||
| 0210 | TEMPORARY SILT FENCE | 02701 | LF | 592.00 | 592.000 | 291.000 | 291.000 | 3.00 | 873.00 | |||
| 0220 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0230 | SILT TRAP TYPE B | 02704 | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0240 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 1.00 | 1.00 | |||
| 0250 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 24.00 | 24.000 | 2.000 | 2.000 | 1.00 | 2.00 | |||
| 0260 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 1,776.00 | 1,776.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0270 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 2,000.00 | 1,000.00 | |||
| 0280 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,000.00 | 0.00 | |||
| 0290 | EROSION CONTROL BLANKET | 05950 | SQYD | 467.00 | 467.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0300 | TEMPORARY MULCH | 05952 | SQYD | 6,050.00 | 6,050.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0310 | SEEDING AND PROTECTION | 05985 | SQYD | 6,050.00 | 6,050.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0320 | SILT TRAP TYPE C | 20496NS843 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0330 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0340 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| Project | DE09815940644 | Fed/State Project Number | BRZ 1203 (282) | Category | 0002 BRIDGE | |||||||
| 0350 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 58.00 | 58.000 | 25.680 | 0.000 | 25.680 | 72.00 | 1,848.96 | 1,848.96 | |
| 0360 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0370 | MASONRY COATING | 02998 | SQYD | 244.00 | 244.000 | 26.660 | 26.660 | 1.00 | 26.66 | |||
| 0380 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 47.00 | 47.000 | 47.000 | 47.000 | 61.00 | 2,867.00 | |||
| 0390 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 23,000.00 | 23,000.00 | |||
| 0400 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 700.00 | 700.000 | 50.150 | 229.320 | 279.470 | 34.00 | 1,705.10 | 9,501.98 | |
| 0410 | TEST PILES | 08033 | LF | 86.00 | 86.000 | 86.000 | 86.000 | 58.00 | 4,988.00 | |||
| 0420 | PILES-STEEL HP12X53 | 08046 | LF | 560.00 | 560.000 | 591.980 | 591.980 | 46.00 | 27,231.08 | |||
| 0430 | PILE POINTS-12 INCH | 08094 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 120.00 | 1,920.00 | |||
| 0440 | CONCRETE-CLASS A | 08100 | CUYD | 23.00 | 23.000 | 23.000 | 23.000 | 737.00 | 16,951.00 | |||
| 0450 | CONCRETE-CLASS AA | 08104 | CUYD | 94.20 | 94.200 | 94.200 | 94.200 | 648.00 | 61,041.60 | |||
| 0460 | STEEL REINF-EPOXY COATED | 08151 | LB | 16,053.00 | 16,053.000 | 16,053.000 | 16,053.000 | 1.27 | 20,387.31 | |||
| 0470 | PRECAST PC BOX BEAM SB42 | 08672 | LF | 444.00 | 444.000 | 444.000 | 444.000 | 283.00 | 125,652.00 | |||
| 0480 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 212.00 | 212.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| Project | DE09815940644 | Fed/State Project Number | BRZ 1203 (282) | Category | 0003 DEMOBILIZATION | |||||||
| 0490 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,815.00 | 0.00 | |||
| SUBTOT | $3,554.06 |
$363,661.590 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0470-1-0I |
BOX BEAM, B | LF |
444.00 | 0001 | $172.700000 | $76,678.80 | ||||||
0470-1-0A |
BOX BEAM, B | LF |
444.00 | 0005 | $172.700000 | $-76,678.80 | ||||||
| SUBTOT | 0.00 |
$0.000 |
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