|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:04/01/2022 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 181231 | Estimate Number | 0008 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07320) Thomas, Corey W. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code KY0036480 | |||||
| P O BOX 2478 | |||||||
| LONDON , KY , 40743 | |||||||
| Pay Period | 04/30/2020 TO 03/18/2022 | ||||||
| Date Approved | 04/01/2022 | ||||||
| Primary Proj Number | DE07601691831 | ||||||
| Project No. | FD04 076 0169 011-012 | ||||||
| Primary County | MADISON | ||||||
| Name of Road | TATES CREEK ROAD (KY 169) | ||||||
| Description | BRIDGE REPLACEMENT ON KY 169 OVER LONG BRANCH AT MP 11.182 | ||||||
| Date Let | 09/21/2018 | Formal Acceptance | 07/25/2019 | ||||
| Date Awarded | 09/27/2018 | Date Work Began | 10/11/2018 | ||||
| Date Contract Executed | 10/05/2018 | Open To Traffic | 12/10/2018 | ||||
| Date NTP Issued | 10/05/2018 | Actual Completion Date | 12/10/2018 | ||||
| Current Contract Amount | $453,909.30 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $451,000.00 |
Total Earnings | $445,734.99 |
$444,730.25 |
$1,004.74 |
|
| Percent Complete | 98.20 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $8,174.31 |
Gross Earnings | $445,734.99 |
$444,730.25 |
$1,004.74 |
|
| Total Change Orders | $2,909.30 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $445,734.99 |
$444,730.25 |
$1,004.74 |
|||
| Contract Id | 181231 | Change Order Summary |
County | MADISON | ||||||
| Estimate Nbr | 0008 | Project Number | FD04 076 0169 011-012 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 04/30/2020 TO 03/18/2022 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | End Bent Removal | Approved | 03/04/2019 | $2,909.30 | 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 | 181231 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE07601691831 | |||||||
| Estimate Nbr | 0008 | Period | 04/30/2020 TO 03/18/2022 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | DE07601691831 | Fed/State Project Number | FD04 076 0169 011-012 | 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 | DE07601691831 | Fed/State Project Number | FD04 076 0169 011-012 | Category | 0001 ROADWAY | |||||||
| 0005 | DGA BASE | 00001 | TON | 31.00 | 31.000 | 26.270 | 26.270 | 50.00 | 1,313.50 | |||
| 0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 153.00 | 153.000 | 151.600 | 151.600 | 165.00 | 25,014.00 | |||
| 0015 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 84.00 | 84.000 | 76.940 | 76.940 | 165.00 | 12,695.10 | |||
| 0020 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 2.00 | 2.000 | 2.000 | 2.000 | 1.00 | 2.00 | |||
| 0025 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0030 | TEMP DITCH | 02159 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0035 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 112.50 | 112.500 | 95.000 | 95.000 | 15.00 | 1,425.00 | |||
| 0040 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 27.00 | 2,700.00 | |||
| 0045 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 50.00 | 200.00 | |||
| 0050 | TEMPORARY SIGNS | 02562 | SQFT | 101.00 | 101.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0055 | DITCHING AND SHOULDERING | 02575 | LF | 500.00 | 500.000 | 718.000 | 718.000 | 50.00 | 35,900.00 | |||
| 0060 | EDGE KEY | 02585 | LF | 42.00 | 42.000 | 42.000 | 42.000 | 31.00 | 1,302.00 | |||
| 0065 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0070 | TEMP SILT FENCE | 02701 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0075 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0080 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0085 | SILT TRAP TYPE C | 02705 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0090 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0095 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0100 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0105 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0110 | TEMP MULCH | 05952 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0115 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0120 | FERTILIZER 10-10-10 | 05961 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0125 | SEEDING AND PROTECTION | 05985 | SQYD | 1,000.00 | 1,000.000 | 410.652 | 410.652 | 1.25 | 513.31 | |||
| 0130 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 8001 | EW~ Clean and Dress Waste Area | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| Project | DE07601691831 | Fed/State Project Number | FD04 076 0169 011-012 | Category | 0002 BRIDGE - LONG BRANCH CREEK - DWG. 27825 | |||||||
| 0135 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 260.60 | 260.600 | 260.600 | 260.600 | 75.00 | 19,545.00 | |||
| 0140 | MASONRY COATING | 02998 | SQYD | 52.00 | 52.000 | 52.000 | 52.000 | 15.00 | 780.00 | |||
| 0145 | WATERPROOFING MEMBRANE | 03250 | SQYD | 116.00 | 116.000 | 121.333 | 121.333 | 35.00 | 4,246.65 | |||
| 0150 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 326.00 | 326.000 | 326.000 | 326.000 | 50.00 | 16,300.00 | |||
| 0155 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 116.00 | 116.000 | 111.160 | 111.160 | 60.00 | 6,669.60 | |||
| 0160 | TEST PILES | 08033 | LF | 45.00 | 45.000 | 45.000 | 45.000 | 85.00 | 3,825.00 | |||
| 0165 | PRE-DRILLING FOR PILES | 08039 | LF | 161.00 | 161.000 | 161.000 | 161.000 | 250.00 | 40,250.00 | |||
| 0170 | PILES-STEEL HP12X53 | 08046 | LF | 151.00 | 151.000 | 151.000 | 151.000 | 85.00 | 12,835.00 | |||
| 0175 | CONCRETE-CLASS A | 08100 | CUYD | 53.20 | 53.200 | 53.200 | 53.200 | 1,500.00 | 79,800.00 | |||
| 0180 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 4,049.00 | 4,049.000 | 4,049.000 | 4,049.000 | 1.25 | 5,061.25 | |||
| 0185 | PRECAST PC BOX BEAM B21-48 | 08653 | LF | 250.00 | 250.000 | 250.000 | 250.000 | 375.00 | 93,750.00 | |||
| 0190 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 210.00 | 21,000.00 | |||
| 8000 | EW~ End Bent Removal | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,159.30 | 2,159.30 | |||
| Project | DE07601691831 | Fed/State Project Number | FD04 076 0169 011-012 | Category | 0003 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0195 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.150 | 0.850 | 1.000 | 6,698.25 | 1,004.73 | 6,698.25 | |
| SUBTOT | $1,004.73 |
$445,734.97 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||