|
Report_Id: 131073 Est NO 0008 |
Date:07/02/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 131073 | Estimate Number | 0008 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11320) Perkins, Robert W. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code VC0000094651 | |||||
| P O BOX 2478 | |||||||
| LONDON , KY , 40743 | |||||||
| Pay Period | 09/08/2014 TO 06/07/2015 | ||||||
| Date Approved | 06/14/2015 | ||||||
| Primary Proj Number | DE00713271373 | ||||||
| Project No. | STP BRZ 1103(274) | ||||||
| Primary County | BELL | ||||||
| Name of Road | BUFFALO BRANCH ROAD(CR-1327) | ||||||
| Description | BUFFALO BRANCH ROAD(CR-1327) | ||||||
| Date Let | 11/22/2013 | Formal Acceptance | 05/27/2015 | ||||
| Date Awarded | 12/04/2013 | Date Work Began | 03/28/2014 | ||||
| Date Contract Executed | 02/19/2014 | Open To Traffic | 08/08/2014 | ||||
| Date NTP Issued | 03/24/2014 | Actual Completion Date | 08/08/2014 | ||||
| Current Contract Amount | $475,850.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $475,850.00 |
Total Earnings | $418,045.82 |
$412,661.49 |
$5,384.33 |
|
| Percent Complete | 87.85 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $57,804.18 |
Gross Earnings | $418,045.82 |
$412,661.49 |
$5,384.33 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $418,045.82 |
$412,661.49 |
$5,384.33 |
|||
| Contract Id | 131073 | Change Order Summary |
County | BELL | ||||||
| Estimate Nbr | 0008 | Project Number | STP BRZ 1103(274) | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 09/08/2014 TO 06/07/2015 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damages Override | Approved | 07/11/2014 | $0.00 | 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 | 131073 | COMMONWEALTH OF KENTUCKY |
County | BELL | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE00713271373 | ||||||
| Estimate Nbr | 0008 | Period | 09/08/2014 TO 06/07/2015 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | DE00713271373 | Fed/State Project Number | STP BRZ 1103(274) | Category | ||||||||
| 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 | |
| Project | DE00713271373 | Fed/State Project Number | STP BRZ 1103(274) | Category | 0001 PAVING | |||||||
| 0010 | DGA BASE | 00001 | TON | 1,080.00 | 1,080.000 | 576.720 | 576.720 | 29.95 | 17,272.76 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 271.00 | 271.000 | 277.030 | 277.030 | 140.00 | 38,784.20 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 75.00 | 75.000 | 78.310 | 78.310 | 165.00 | 12,921.15 | |||
| 8000 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | -28,500.000 | -28,500.000 | 1.00 | -28,500.00 | |||
| Project | DE00713271373 | Fed/State Project Number | STP BRZ 1103(274) | Category | 0002 ROADWAY | |||||||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 109.00 | 109.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0050 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0060 | REMOVE PAVEMENT | 02091 | SQYD | 152.00 | 152.000 | 152.000 | 152.000 | 6.00 | 912.00 | |||
| 0070 | ROADWAY EXCAVATION | 02200 | CUYD | 212.00 | 212.000 | 212.000 | 212.000 | 26.50 | 5,618.00 | |||
| 0080 | WATER | 02242 | MGAL | 11.40 | 11.400 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0090 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 100.00 | 100.000 | 125.000 | 125.000 | 35.00 | 4,375.00 | |||
| 0100 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 55.25 | 110.50 | |||
| 0110 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0120 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
| 0130 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 350.00 | 700.00 | |||
| 0140 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 0150 | CLEARING AND GRUBBING 0.4 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0160 | TEMPORARY SIGNS | 02562 | SQFT | 400.00 | 400.000 | 32.000 | 32.000 | 9.00 | 288.00 | |||
| 0170 | EDGE KEY | 02585 | LF | 148.00 | 148.000 | 11.500 | 11.500 | 35.00 | 402.50 | |||
| 0180 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 1,156.00 | 1,156.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0190 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0200 | TEMP SILT FENCE | 02701 | LF | 279.00 | 279.000 | 80.000 | 80.000 | 3.00 | 240.00 | |||
| 0210 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0220 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0230 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0240 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0250 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0260 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0270 | CLEAN TEMP SILT FENCE | 02709 | LF | 558.00 | 558.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0280 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0290 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0300 | EROSION CONTROL BLANKET | 05950 | SQYD | 310.00 | 310.000 | 156.000 | 156.000 | 2.50 | 390.00 | |||
| 0310 | TEMP MULCH | 05952 | SQYD | 100.00 | 100.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0320 | TOPDRESSING FERTILIZER | 05966 | TON | 0.04 | 0.040 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0330 | SEEDING AND PROTECTION | 05985 | SQYD | 841.00 | 841.000 | 1,925.000 | 1,925.000 | 3.00 | 5,775.00 | |||
| 0340 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0350 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 726.00 | 726.000 | 522.000 | 522.000 | 1.50 | 783.00 | |||
| 0360 | PAVE MARK STOP BAR-24 IN PAINT | 20205EC | LF | 10.00 | 10.000 | 50.000 | 50.000 | 9.00 | 450.00 | |||
| 0370 | PAVE MARK-THERM R/R ADVANCE WARN SYMBOL | 23756EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 675.00 | 675.00 | |||
| 0380 | R/W MONUMENT TYPE 3 | 24540 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | |||
| Project | DE00713271373 | Fed/State Project Number | STP BRZ 1103(274) | Category | 0003 DRAINAGE | |||||||
| 0390 | CULVERT PIPE-18 IN | 00462 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 140.00 | 5,600.00 | |||
| 0400 | PERFORATED PIPE-4 IN | 01000 | LF | 90.00 | 90.000 | 20.000 | 20.000 | 4.00 | 80.00 | |||
| 0410 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 10.00 | 10.000 | 10.000 | 10.000 | 5.00 | 50.00 | |||
| 0420 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 0430 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0440 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,750.00 | 3,500.00 | |||
| 0450 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 45.00 | 45.000 | 45.000 | 45.000 | 2.00 | 90.00 | |||
| Project | DE00713271373 | Fed/State Project Number | STP BRZ 1103(274) | Category | 0004 BRIDGE | |||||||
| 0460 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 65.70 | 65.700 | 65.700 | 65.700 | 50.00 | 3,285.00 | |||
| 0470 | MASONRY COATING | 02998 | SQYD | 291.00 | 291.000 | 282.340 | 282.340 | 12.00 | 3,388.08 | |||
| 0480 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 51.00 | 51.000 | 51.000 | 51.000 | 110.00 | 5,610.00 | |||
| 0490 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 608.00 | 608.000 | 601.160 | 601.160 | 25.00 | 15,029.00 | |||
| 0500 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 125.90 | 125.900 | 148.060 | 148.060 | 60.00 | 8,883.60 | |||
| 0510 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 191.00 | 191.000 | 203.090 | 203.090 | 30.00 | 6,092.70 | |||
| 0520 | TEST PILES | 08033 | LF | 22.00 | 22.000 | 22.000 | 22.000 | 80.00 | 1,760.00 | |||
| 0530 | PILES-STEEL HP12X53 | 08046 | LF | 74.00 | 74.000 | 63.420 | 63.420 | 80.00 | 5,073.60 | |||
| 0540 | PILE POINTS-12 IN | 08094 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 130.00 | 650.00 | |||
| 0550 | CONCRETE-CLASS A | 08100 | CUYD | 179.60 | 179.600 | 179.600 | 179.600 | 400.00 | 71,840.00 | |||
| 0560 | CONCRETE-CLASS AA | 08104 | CUYD | 65.30 | 65.300 | 65.300 | 65.300 | 810.00 | 52,893.00 | |||
| 0570 | STEEL REINFORCEMENT | 08150 | LB | 17,131.00 | 17,131.000 | 17,131.000 | 17,131.000 | 1.10 | 18,844.10 | |||
| 0580 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 15,138.00 | 15,138.000 | 15,138.000 | 15,138.000 | 1.10 | 16,651.80 | |||
| 0590 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 179.30 | 179.300 | 179.300 | 179.300 | 295.00 | 52,893.50 | |||
| 0600 | RAIL SYSTEM TYPE III | 21532ED | LF | 122.80 | 122.800 | 122.800 | 122.800 | 125.00 | 15,350.00 | |||
| 0610 | DECK DRAIN | 23813EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| Project | DE00713271373 | Fed/State Project Number | STP BRZ 1103(274) | Category | 0005 DEMOBILIZATION | |||||||
| 0620 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.000 | 0.750 | 7,179.10 | 5,384.32 | 5,384.32 | |
| SUBTOT | $5,384.32 |
$418,045.81 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0590-0-0I |
PRECAST PC I BEAM TYPE 3 |
|
0001 | $ | $29,195.42 | |||||||
0590-00C |
PRECAST PC I BEAM TYPE 3 |
|
0.00 | 0003 | $0.000000 | $-29,195.42 | ||||||
| SUBTOT | $0.00 |
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