Report_Id: 241002 Est NO 0001 |
Date:06/24/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 241002 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
District Office | ELIZABETHTOWN (04300) Bagby, Brandon R. | ||||||
Contractor | SCOTTY'S CONTRACTING & STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
AND STONE LLC | |||||||
PO BOX 4500 | |||||||
BOWLING GREEN , KY , 42102-4500 | |||||||
Pay Period | 03/19/2024 TO 05/31/2024 | ||||||
Date Approved | 06/09/2024 | ||||||
Primary Proj Number | DE04702512402 | ||||||
Project No. | STP 6000(192) | ||||||
Primary County | HARDIN | ||||||
Name of Road | KY 251/KY 434 | ||||||
Description | CONSTRUCTION OF ROUNDABOUT AT INTERSECTION OF KY-251 AT KY-4 34 FROM MP 6.137 TO MP 6.288 | ||||||
Date Let | 02/22/2024 | Formal Acceptance | |||||
Date Awarded | 03/05/2024 | Date Work Began | 05/28/2024 | ||||
Date Contract Executed | 03/19/2024 | Open To Traffic | |||||
Date NTP Issued | 03/19/2024 | Actual Completion Date | |||||
Current Contract Amount | $3,395,019.60 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $3,395,019.60 |
Total Earnings | $107,526.07 |
$0.00 |
$107,526.07 |
|
Percent Complete | 3.17 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $3,287,493.53 |
Gross Earnings | $107,526.07 |
$0.00 |
$107,526.07 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $107,526.07 |
$0.00 |
$107,526.07 |
|||
Contract Id | 241002 | Change Order Summary |
County | HARDIN | ||||||
Estimate Nbr | 0001 | Project Number | STP 6000(192) | |||||||
Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 03/19/2024 TO 05/31/2024 | |||||||
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 | 241002 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE04702512402 | ||||||
Estimate Nbr | 0001 | Period | 03/19/2024 TO 05/31/2024 | |||||||
Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
Project | DE04702512402 | Fed/State Project Number | STP 6000(192) | 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 | DE04702512402 | Fed/State Project Number | STP 6000(192) | Category | 0001 PAVING | |||||||
0005 | CRUSHED STONE BASE | 00003 | TON | 6,941.00 | 6,941.000 | 0.000 | 0.000 | 40.44 | 0.00 | |||
0010 | TRAFFIC BOUND BASE | 00020 | TON | 146.00 | 146.000 | 0.000 | 0.000 | 49.23 | 0.00 | |||
0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 9,074.00 | 9,074.000 | 0.000 | 0.000 | 38.40 | 0.00 | |||
0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 365.00 | 0.00 | |||
0025 | ASPHALT SEAL COAT | 00103 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 1,235.00 | 0.00 | |||
0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 878.00 | 878.000 | 0.000 | 0.000 | 116.50 | 0.00 | |||
0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,592.00 | 1,592.000 | 0.000 | 0.000 | 111.30 | 0.00 | |||
0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 255.00 | 255.000 | 0.000 | 0.000 | 123.95 | 0.00 | |||
0045 | CL2 ASPH SURF 0.38B PG76-22 | 00311 | TON | 435.00 | 435.000 | 0.000 | 0.000 | 123.95 | 0.00 | |||
0050 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
0055 | CEMENT CONCRETE ISLAND | 02015 | SQYD | 1,985.00 | 1,985.000 | 0.000 | 0.000 | 46.95 | 0.00 | |||
0060 | JPC PAVEMENT-8 IN | 02084 | SQYD | 622.00 | 622.000 | 0.000 | 0.000 | 132.26 | 0.00 | |||
0065 | FABRIC-GEOTEXTILE CLASS 1 (REVISED 2-13-24) | 02602 | SQYD | 9,014.00 | 9,014.000 | 0.000 | 0.000 | 2.87 | 0.00 | |||
0070 | FABRIC-GEOTEXTILE CLASS 1A (REVISED 2-13-24) | 02604 | SQYD | 9,014.00 | 9,014.000 | 0.000 | 0.000 | 3.92 | 0.00 | |||
0075 | JOINT ADHESIVE | 20071EC | LF | 2,920.00 | 2,920.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
0080 | CL2 ASPH BASE 1.00D PG76-22 | 20696ES403 | TON | 1,048.00 | 1,048.000 | 0.000 | 0.000 | 109.30 | 0.00 | |||
Project | DE04702512402 | Fed/State Project Number | STP 6000(192) | Category | 0002 ROADWAY | |||||||
0085 | PERFORATED PIPE-4 IN | 01000 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 15.96 | 0.00 | |||
0090 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | LF | 1,773.00 | 1,773.000 | 0.000 | 0.000 | 14.05 | 0.00 | |||
0095 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
0100 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
0105 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
0110 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 1,442.00 | 1,442.000 | 0.000 | 0.000 | 44.69 | 0.00 | |||
0115 | LIP CURB AND GUTTER MOD | 01821 | LF | 726.00 | 726.000 | 0.000 | 0.000 | 47.38 | 0.00 | |||
0120 | STANDARD INTEGRAL CURB | 01830 | LF | 608.00 | 608.000 | 0.000 | 0.000 | 32.67 | 0.00 | |||
0125 | REMOVE PAVEMENT | 02091 | SQYD | 739.00 | 739.000 | 0.000 | 0.000 | 6.31 | 0.00 | |||
0130 | TEMP DITCH | 02159 | LF | 1,075.00 | 1,075.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0135 | CLEAN TEMP DITCH | 02160 | LF | 538.00 | 538.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0140 | ROADWAY EXCAVATION | 02200 | CUYD | 6,940.00 | 6,940.000 | 0.000 | 0.000 | 54.90 | 0.00 | |||
0145 | WATER | 02242 | MGAL | 80.00 | 80.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0150 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 161.25 | 0.00 | |||
0155 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 134.38 | 0.00 | |||
0160 | CHANNEL LINING CLASS II | 02483 | TON | 39.00 | 39.000 | 0.000 | 0.000 | 58.77 | 0.00 | |||
0165 | CLEARING AND GRUBBING 40 ACRES | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 24,018.38 | 12,009.19 | 12,009.19 | |
0170 | TEMPORARY SIGNS | 02562 | SQFT | 400.00 | 400.000 | 210.000 | 0.000 | 210.000 | 7.43 | 1,560.30 | 1,560.30 | |
0175 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 1,112.00 | 1,112.000 | 0.000 | 0.000 | 1.97 | 0.00 | |||
0180 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 2,946.00 | 2,946.000 | 337.770 | 0.000 | 337.770 | 2.00 | 675.54 | 675.54 | |
0185 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 290,167.96 | 14,508.39 | 14,508.39 | |
0190 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 6,837.00 | 0.00 | |||
0195 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,850.00 | 0.00 | |||
0200 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 64.00 | 64.000 | 0.000 | 0.000 | 60.15 | 0.00 | |||
0205 | SAFELOADING | 02690 | CUYD | 16.20 | 16.200 | 0.000 | 0.000 | 500.00 | 0.00 | |||
0210 | TEMP SILT FENCE | 02701 | LF | 1,075.00 | 1,075.000 | 0.000 | 0.000 | 3.18 | 0.00 | |||
0215 | SILT TRAP TYPE A | 02703 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0220 | SILT TRAP TYPE B | 02704 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 442.90 | 0.00 | |||
0225 | SILT TRAP TYPE C | 02705 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 385.93 | 0.00 | |||
0230 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0235 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 112.88 | 0.00 | |||
0240 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0245 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 62,887.50 | 3,144.37 | 3,144.37 | |
0250 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,553.00 | 2,553.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
0255 | TEMP MULCH | 05952 | SQYD | 16,931.00 | 16,931.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
0260 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 12,698.00 | 12,698.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
0265 | INITIAL FERTILIZER | 05963 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
0270 | MAINTENANCE FERTILIZER | 05964 | TON | 1.30 | 1.300 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
0275 | SEEDING AND PROTECTION | 05985 | SQYD | 9,662.00 | 9,662.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
0280 | SODDING | 05990 | SQYD | 11,650.00 | 11,650.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
0285 | AGRICULTURAL LIMESTONE | 05992 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
0290 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 24,480.00 | 24,480.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
0295 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 4,070.00 | 4,070.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
0300 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 4,090.00 | 4,090.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
0305 | FUEL ADJUSTMENT | 10020NS | DOLL | 6,081.00 | 6,081.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0310 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 15,275.00 | 15,275.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0315 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 70.00 | 70.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0320 | ISLAND CURB AND GUTTER(MODIFIED) | 24261EC | LF | 2,084.00 | 2,084.000 | 0.000 | 0.000 | 39.11 | 0.00 | |||
0325 | R/W MONUMENT TYPE 3 | 24540 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 271.98 | 0.00 | |||
0330 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 36.00 | 36.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
Project | DE04702512402 | Fed/State Project Number | STP 6000(192) | Category | 0003 DRAINAGE | |||||||
0335 | ENTRANCE PIPE-15 IN | 00440 | LF | 161.00 | 161.000 | 0.000 | 0.000 | 102.48 | 0.00 | |||
0340 | ENTRANCE PIPE-18 IN | 00441 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 108.46 | 0.00 | |||
0345 | CULVERT PIPE-12 IN | 00460 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 53.00 | 0.00 | |||
0350 | CULVERT PIPE-18 IN | 00462 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 156.16 | 0.00 | |||
0355 | CULVERT PIPE-24 IN | 00464 | LF | 42.00 | 42.000 | 0.000 | 0.000 | 216.84 | 0.00 | |||
0360 | STORM SEWER PIPE-15 IN | 00521 | LF | 411.00 | 411.000 | 173.000 | 0.000 | 173.000 | 82.93 | 14,346.89 | 14,346.89 | |
0365 | STORM SEWER PIPE-18 IN | 00522 | LF | 784.00 | 784.000 | 70.000 | 0.000 | 70.000 | 114.35 | 8,004.50 | 8,004.50 | |
0370 | STORM SEWER PIPE-24 IN | 00524 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 213.79 | 0.00 | |||
0375 | STORM SEWER PIPE-30 IN | 00526 | LF | 71.00 | 71.000 | 0.000 | 0.000 | 280.29 | 0.00 | |||
0380 | SLOTTED DRAIN PIPE-12 IN | 00980 | LF | 255.00 | 255.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
0385 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
0390 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
0395 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
0400 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
0405 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
0410 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
0415 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,200.00 | 0.00 | |||
0420 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
0425 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,800.00 | 0.00 | |||
0430 | DROP BOX INLET TYPE 13G | 01559 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
0435 | DROP BOX INLET TYPE 16G | 01581 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
0440 | DROP BOX INLET TYPE 16S | 01587 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
0445 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
0450 | CONCRETE-CLASS A | 08100 | CUYD | 2.26 | 2.260 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
0455 | PIPELINE INSPECTION | 24814EC | LF | 1,427.00 | 1,427.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
Project | DE04702512402 | Fed/State Project Number | STP 6000(192) | Category | 0004 LIGHTING | |||||||
0460 | POLE 30 FT MTG HT | 04700 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,228.11 | 0.00 | |||
0465 | POLE 40 FT MTG HT | 04701 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 2,551.34 | 0.00 | |||
0470 | BRACKET 6 FT | 04721 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 494.17 | 0.00 | |||
0475 | BRACKET 15 FT | 04725 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 839.44 | 0.00 | |||
0480 | POLE BASE | 04740 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,176.01 | 0.00 | |||
0485 | TRANSFORMER BASE | 04750 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,456.53 | 0.00 | |||
0490 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 21,337.57 | 0.00 | |||
0495 | FUSED CONNECTOR KIT | 04780 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 202.24 | 0.00 | |||
0500 | TRENCHING AND BACKFILLING | 04820 | LF | 1,885.00 | 1,885.000 | 0.000 | 0.000 | 7.01 | 0.00 | |||
0505 | WIRE-NO. 12 | 04832 | LF | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
0510 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,309.86 | 0.00 | |||
0515 | BORE AND JACK CONDUIT | 21543EN | LF | 450.00 | 450.000 | 0.000 | 0.000 | 16.57 | 0.00 | |||
0520 | WIRE-NO. 10 | 23778EC | LF | 8,400.00 | 8,400.000 | 0.000 | 0.000 | 1.44 | 0.00 | |||
0525 | LED LUMINAIRE | 24589ED | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 767.45 | 0.00 | |||
0530 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 1,490.00 | 1,490.000 | 0.000 | 0.000 | 6.78 | 0.00 | |||
0535 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 805.00 | 805.000 | 0.000 | 0.000 | 9.63 | 0.00 | |||
Project | DE04702512402 | Fed/State Project Number | STP 6000(192) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0540 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 106,553.73 | 53,276.86 | 53,276.86 | |
0545 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 48,375.00 | 0.00 | |||
SUBTOT | $107,526.05 |
$107,526.05 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |