|
ContID 071037 EST NO 0006 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071037 | Estimate Number | 0006 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10315) Griffith, Jr. Willie, P.E. | ||||||
| Contractor | JUDY CONSTRUCTION COMPANY | MARS ADDR SN 0 | |||||
| BOX 457 | |||||||
| CYNTHIANA , KY , 41031 | |||||||
| Pay Period | 01/11/2008 TO 01/25/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DE09900110737 | ||||||
| Project No. | BRO 5260(034) | ||||||
| Primary County | POWELL | ||||||
| Name of Road | BEATTYVILLE-STANTON ROAD (KY 11) | ||||||
| Description | REPLACE BRIDGE OVER MIDDLE FORK RED RIVER 0.3 MILE EAST OF JCT. KY 1639 | ||||||
| Date Let | 07/27/2007 | Formal Acceptance | |||||
| Date Awarded | 08/09/2007 | Date Work Began | 09/04/2007 | ||||
| Date Contract Executed | 08/29/2007 | Open To Traffic | |||||
| Date NTP Issued | 08/29/2007 | Actual Completion Date | |||||
| Current Contract Amount | $1,354,467.40 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,354,467.40 |
Total Earnings | $358,693.75 |
$318,776.35 |
$39,917.40 |
|
| Percent Complete | 29.21 |
Stockpiled Materials | $36,976.33 |
$36,976.33 |
$0.00 |
|
| Funds Available | $958,797.32 |
Gross Earnings | $395,670.08 |
$355,752.68 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $395,670.08 |
$355,752.68 |
39,917.40 |
|||
| Contract Id | 071037 | Change Order Summary |
County | POWELL | ||||||
| Estimate Nbr | 0006 | Project Number | BRO 5260(034) | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | Period | 01/11/2008 TO 01/25/2008 | |||||||
| 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 | 071037 | COMMONWEALTH OF KENTUCKY |
County | POWELL | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | DE09900110737 | ||||||
| Estimate Nbr | 0006 | Period | 01/11/2008 TO 01/25/2008 | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | |||||||||
| Project | DE09900110737 | Fed/State Project Number | BRO 5260(034) | 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 | 3,937.00 | 3,937.000 | 754.760 | 754.760 | 17.75 | 13,396.99 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 112.00 | 112.000 | 52.180 | 52.180 | 14.00 | 730.52 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 25.00 | 25.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 5.50 | 5.500 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 1,989.00 | 1,989.000 | 1,024.810 | 1,024.810 | 61.75 | 63,282.01 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 0.70 | 0.700 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 328.00 | 328.000 | 90.330 | 90.330 | 79.00 | 7,136.07 | |||
| 0080 | ENTRANCE PIPE-15 INCH | 00440 | LF | 28.00 | 28.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0090 | METAL END SECTION TY 1-15 INCH | 01370 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0100 | TEMPORARY DITCH | 02159 | LF | 1,324.00 | 1,324.000 | 900.000 | 900.000 | 0.50 | 450.00 | |||
| 0110 | EMBANKMENT IN PLACE | 02230 | CUYD | 4,352.00 | 4,352.000 | 2,176.000 | 0.000 | 2,176.000 | 12.70 | 27,635.20 | 27,635.20 | |
| 0120 | WATER | 02242 | MGAL | 78.00 | 78.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0130 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 162.50 | 162.500 | 0.000 | 0.000 | 18.20 | 0.00 | |||
| 0140 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0150 | REMOVE GUARDRAIL | 02381 | LF | 800.00 | 800.000 | 850.000 | 850.000 | 3.00 | 2,550.00 | |||
| 0160 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 7.00 | 7.000 | 4.000 | 4.000 | 2,650.00 | 10,600.00 | |||
| 0170 | TEMPORARY GUARDRAIL | 02397 | LF | 600.00 | 600.000 | 600.000 | 600.000 | 10.00 | 6,000.00 | |||
| 0180 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0190 | CHANNEL LINING CLASS III | 02484 | TON | 20.00 | 20.000 | 264.110 | 20.000 | 284.110 | 20.00 | 5,282.20 | 5,682.20 | |
| 0200 | SIGNS | 02562 | SQFT | 324.00 | 324.000 | 236.000 | 236.000 | 12.00 | 2,832.00 | |||
| 0210 | EDGE KEY | 02585 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 0220 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 10,000.00 | 2,500.00 | |||
| 0230 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 72,500.00 | 72,500.00 | |||
| 0240 | TEMPORARY SILT FENCE | 02701 | LF | 1,499.00 | 1,499.000 | 1,450.000 | 1,450.000 | 2.00 | 2,900.00 | |||
| 0250 | SILT TRAP TYPE A | 02703 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 175.00 | 700.00 | |||
| 0260 | SILT TRAP TYPE B | 02704 | EACH | 8.00 | 8.000 | 13.000 | 13.000 | 200.00 | 2,600.00 | |||
| 0270 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0280 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 8.00 | 8.000 | 12.000 | 12.000 | 25.00 | 300.00 | |||
| 0290 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 2,998.00 | 2,998.000 | 50.000 | 50.000 | 0.25 | 12.50 | |||
| 0300 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 9,500.00 | 4,750.00 | |||
| 0310 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0320 | EROSION CONTROL BLANKET | 05950 | SQYD | 985.00 | 985.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0330 | TEMPORARY MULCH | 05952 | SQYD | 2,500.00 | 2,500.000 | 2,500.000 | 2,500.000 | 0.30 | 750.00 | |||
| 0340 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 2,500.00 | 2,500.000 | 2,500.000 | 2,500.000 | 0.35 | 875.00 | |||
| 0350 | SEEDING AND PROTECTION | 05985 | SQYD | 7,242.00 | 7,242.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0360 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 4,552.00 | 4,552.000 | 5,220.000 | 5,220.000 | 0.25 | 1,305.00 | |||
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 3,219.00 | 3,219.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0380 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 35.00 | 35.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0390 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 57.00 | 57.000 | 0.000 | 0.000 | 9.75 | 0.00 | |||
| 0400 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 4,646.00 | 4,646.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0410 | SILT TRAP TYPE C | 20496NS843 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0420 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0430 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0440 | WATER FILLED DAM SYSTEM | 22196NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0730 | CLEARING AND GRUBBING 1.9 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 32,500.00 | 32,500.00 | |||
| Project | DE09900110737 | Fed/State Project Number | BRO 5260(034) | Category | 0002 DEMOBILIZATION | |||||||
| 0450 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,016.75 | 0.00 | |||
| Project | DE09900110737 | Fed/State Project Number | BRO 5260(034) | Category | 0003 BRIDGE | |||||||
| 0460 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 214.00 | 214.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0470 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0480 | MASONRY COATING | 02998 | SQYD | 823.00 | 823.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0490 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 99.20 | 99.200 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0500 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 700.00 | 700.000 | 350.000 | 0.000 | 350.000 | 20.00 | 7,000.00 | 7,000.00 | |
| 0510 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 97.00 | 97.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0520 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,078.00 | 1,078.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0530 | TEST PILES | 08033 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0540 | PILES-STEEL HP12X53 | 08046 | LF | 360.00 | 360.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0550 | PILE POINTS-12 INCH | 08094 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0560 | CONCRETE-CLASS A | 08100 | CUYD | 282.00 | 282.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0570 | CONCRETE-CLASS AA | 08104 | CUYD | 257.00 | 257.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0580 | STEEL REINFORCEMENT | 08150 | LB | 42,358.00 | 42,358.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0590 | STEEL REINF-EPOXY COATED | 08151 | LB | 70,268.00 | 70,268.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0600 | PRECAST PC BOX BEAM SB42 | 08672 | LF | 617.30 | 617.300 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 0610 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 320.00 | 320.000 | 0.000 | 0.000 | 98.67 | 0.00 | |||
| 0720 | APPROACH SLAB | 08500 | SQYD | 212.00 | 212.000 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| Project | DE09900110737 | Fed/State Project Number | BRO 5260(034) | Category | 0004 WATERLINE | |||||||
| 0620 | PVC PIPE-4 INCH | 03383 | LF | 30.00 | 30.000 | 20.000 | 20.000 | 45.00 | 900.00 | |||
| 0630 | PVC PIPE-6 INCH | 03385 | LF | 1,325.00 | 1,325.000 | 1,095.000 | 1,095.000 | 19.75 | 21,626.25 | |||
| 0640 | RELOCATE WATER METER | 03431 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 0650 | TIE-IN 4 INCH | 03464 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 0660 | TIE-IN 6 INCH | 03466 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0670 | GATE VALVE-4 INCH | 03524 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 0680 | GATE VALVE-6 INCH | 03526 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 675.00 | 2,700.00 | |||
| 0690 | 3/4" PE SERVICE LINE 3/4 IN PE | 20333EC | LF | 20.00 | 20.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0700 | CREEK CROSSING-TY B | 20575ED | LF | 109.00 | 109.000 | 270.000 | 270.000 | 47.00 | 12,690.00 | |||
| 0710 | ROAD BORE W/ STEEL ENCASEMENT | 21789ED | LF | 78.00 | 78.000 | 80.000 | 80.000 | 108.00 | 8,640.00 | |||
| SUBTOT | $39,917.40 |
$358,693.747 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0540-1-0I |
PILES-STEEL HP12X53 | LF |
450.00 | 0004 | $26.659000 | $11,396.73 | ||||||
0550-1-0I |
PILE POINTS-12 INCH | EACH |
18.00 | 0004 | $81.620000 | $1,395.71 | ||||||
0580-1-0I |
STEEL REINFORCEMENT | LB |
48,936.00 | 0005 | $0.520000 | $24,183.89 | ||||||
| SUBTOT | 0.00 |
$36,976.330 |
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