Report_Id: 231305 Est NO 0002 |
Date:05/01/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 231305 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
District Office | LEXINGTON (07320) Newcomer, Clyde W. | ||||||
Contractor | THE ALLEN COMPANY INC | ADDR SN 0 VC Code KY0028959 | |||||
3009 ATKINSON AVENUE, SUITE 300 | |||||||
LEXINGTON , KY , 40509 | |||||||
Pay Period | 04/06/2023 TO 04/19/2023 | ||||||
Date Approved | 05/01/2023 | ||||||
Primary Proj Number | DE07604212264 | ||||||
Project No. | FD04 076 0421 009-010 | ||||||
Primary County | MADISON | ||||||
Name of Road | BATTLEFIELD MEMORIAL HIGHWAY (US 421) | ||||||
Description | CONSTRUCT LEFT TURN LANE ON US 421 INTO THE KINGSTON ELEMENT ARY SCHOOL | ||||||
Date Let | 01/26/2023 | Formal Acceptance | |||||
Date Awarded | 02/06/2023 | Date Work Began | |||||
Date Contract Executed | 02/15/2023 | Open To Traffic | |||||
Date NTP Issued | 02/15/2020 | Actual Completion Date | |||||
Current Contract Amount | $414,961.13 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $414,961.13 |
Total Earnings | $124,548.20 |
$79,395.60 |
$45,152.60 |
|
Percent Complete | 30.01 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $290,412.93 |
Gross Earnings | $124,548.20 |
$79,395.60 |
$45,152.60 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $124,548.20 |
$79,395.60 |
$45,152.60 |
|||
Contract Id | 231305 | Change Order Summary |
County | MADISON | ||||||
Estimate Nbr | 0002 | Project Number | FD04 076 0421 009-010 | |||||||
Contractor | THE ALLEN COMPANY INC | Period | 04/06/2023 TO 04/19/2023 | |||||||
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 | 231305 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE07604212264 | ||||||
Estimate Nbr | 0002 | Period | 04/06/2023 TO 04/19/2023 | |||||||
Contractor | THE ALLEN COMPANY INC | |||||||||
Project | DE07604212264 | Fed/State Project Number | FD04 076 0421 009-010 | 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 | DE07604212264 | Fed/State Project Number | FD04 076 0421 009-010 | Category | 0001 PAVING | |||||||
0005 | CRUSHED STONE BASE | 00003 | TON | 164.00 | 164.000 | 0.000 | 0.000 | 49.75 | 0.00 | |||
0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 276.00 | 276.000 | 0.000 | 0.000 | 167.50 | 0.00 | |||
0015 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 130.00 | 130.000 | 0.000 | 0.000 | 178.20 | 0.00 | |||
0020 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 218.00 | 218.000 | 0.000 | 0.000 | 186.50 | 0.00 | |||
0025 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.11 | 1.110 | 0.000 | 0.000 | 750.00 | 0.00 | |||
0030 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
0035 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 182.00 | 182.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
Project | DE07604212264 | Fed/State Project Number | FD04 076 0421 009-010 | Category | 0002 ROADWAY | |||||||
0040 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 15.75 | 0.00 | |||
0045 | TEMP DITCH | 02159 | LF | 315.00 | 315.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0050 | EMBANKMENT IN PLACE | 02230 | CUYD | 265.00 | 265.000 | 0.000 | 0.000 | 105.90 | 0.00 | |||
0055 | WATER | 02242 | MGAL | 6.00 | 6.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0060 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 47.25 | 0.00 | |||
0065 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
0070 | REMOVE GUARDRAIL | 02381 | LF | 487.50 | 487.500 | 0.000 | 0.000 | 5.25 | 0.00 | |||
0075 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0080 | WITNESS POST | 02432 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0085 | CLEARING AND GRUBBING (APPROXIMATELY 0.76 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
0090 | TEMPORARY SIGNS | 02562 | SQFT | 94.50 | 94.500 | 70.000 | 70.000 | 18.00 | 1,260.00 | |||
0095 | EDGE KEY | 02585 | LF | 124.50 | 124.500 | 0.000 | 0.000 | 17.00 | 0.00 | |||
0100 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
0105 | TEMP SILT FENCE | 02701 | LF | 315.00 | 315.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
0110 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
0115 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
0120 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
0125 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
0130 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,750.00 | 0.00 | |||
0135 | EROSION CONTROL BLANKET | 05950 | SQYD | 336.00 | 336.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0140 | TEMP MULCH | 05952 | SQYD | 2,452.00 | 2,452.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0145 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 460.00 | 460.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0150 | INITIAL FERTILIZER | 05963 | TON | 0.03 | 0.030 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
0155 | MAINTENANCE FERTILIZER | 05964 | TON | 0.05 | 0.050 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
0160 | SEEDING AND PROTECTION | 05985 | SQYD | 690.00 | 690.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
0165 | AGRICULTURAL LIMESTONE | 05992 | TON | 2.28 | 2.280 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0170 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,540.00 | 1,540.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
0175 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,470.00 | 1,470.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
0180 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 141.75 | 0.00 | |||
0185 | LONGITUDINAL EDGE KEY | 21289ED | LF | 718.00 | 718.000 | 0.000 | 0.000 | 5.85 | 0.00 | |||
Project | DE07604212264 | Fed/State Project Number | FD04 076 0421 009-010 | Category | 0003 DRAINAGE | |||||||
0190 | CULVERT PIPE-30 IN | 00466 | LF | 127.00 | 127.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
0195 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
0200 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
Project | DE07604212264 | Fed/State Project Number | FD04 076 0421 009-010 | Category | 0004 SIGNING | |||||||
0205 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 41.00 | 41.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
0210 | STEEL POST TYPE 1 | 06410 | LF | 62.50 | 62.500 | 0.000 | 0.000 | 31.50 | 0.00 | |||
0215 | BARCODE SIGN INVENTORY | 24631EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 26.25 | 0.00 | |||
Project | DE07604212264 | Fed/State Project Number | FD04 076 0421 009-010 | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0220 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,135.00 | 0.00 | |||
Project | DE07604212264 | Fed/State Project Number | FD04 076 0421 009-010 | Category | 0006 WATERLINE | |||||||
0225 | W CAP EXISTING MAIN | 14003 | EACH | 3.00 | 3.000 | 3.000 | 0.000 | 3.000 | 2,710.00 | 8,130.00 | 8,130.00 | |
0230 | W ENCASEMENT STEEL BORED RANGE 2 | 14007 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 270.00 | 16,200.00 | |||
0235 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 3.00 | 3.000 | 1.000 | 0.000 | 1.000 | 8,660.00 | 8,660.00 | 8,660.00 | |
0240 | W PIPE PVC 04 INCH | 14058 | LF | 10.00 | 10.000 | 20.000 | 0.000 | 20.000 | 54.15 | 1,083.00 | 1,083.00 | |
0245 | W PIPE PVC 06 INCH | 14059 | LF | 10.00 | 10.000 | 18.000 | 18.000 | 54.15 | 974.70 | |||
0250 | W PIPE PVC 08 INCH | 14060 | LF | 430.00 | 430.000 | 124.000 | 246.000 | 370.000 | 54.15 | 6,714.60 | 20,035.50 | |
0255 | W SERV PE/PLST LONG SIDE 1-1/2 IN | 14078 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,415.00 | 0.00 | |||
0260 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 1.00 | 1.000 | 2.000 | 1.000 | 3.000 | 7,575.00 | 15,150.00 | 22,725.00 | |
0265 | W VALVE 08 INCH | 14106 | EACH | 1.00 | 1.000 | 1.000 | 2.000 | 3.000 | 5,415.00 | 5,415.00 | 16,245.00 | |
0270 | W LINE STOP SIZE 1 | 14163 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 9,745.00 | 29,235.00 | |||
SUBTOT | $45,152.60 |
$124,548.20 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |