|
Report_Id: 231006 Est NO 0001 |
Date:05/16/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231006 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11360) Smith, Cecil W. | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code KY0033290 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 03/30/2023 TO 05/07/2023 | ||||||
| Date Approved | 05/15/2023 | ||||||
| Primary Proj Number | DE06104592306 | ||||||
| Project No. | PROT 6000(229) | ||||||
| Primary County | KNOX | ||||||
| Name of Road | DR. THOMAS WALKER PARK ROAD(KY-459) | ||||||
| Description | RAISE KY-459 ABOVE THE FLOOD PLAIN FROM MP 3.0 TO MP 5.0 INC LUDING RAISING THE BULL RUN CREEK BRIDGE | ||||||
| Date Let | 02/23/2023 | Formal Acceptance | |||||
| Date Awarded | 03/06/2023 | Date Work Began | 05/02/2023 | ||||
| Date Contract Executed | 03/23/2023 | Open To Traffic | |||||
| Date NTP Issued | 03/30/2023 | Actual Completion Date | |||||
| Current Contract Amount | $7,476,844.63 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,476,844.63 |
Total Earnings | $123,486.25 |
$0.00 |
$123,486.25 |
|
| Percent Complete | 1.65 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $7,353,358.38 |
Gross Earnings | $123,486.25 |
$0.00 |
$123,486.25 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $123,486.25 |
$0.00 |
$123,486.25 |
|||
| Contract Id | 231006 | Change Order Summary |
County | KNOX | ||||||
| Estimate Nbr | 0001 | Project Number | PROT 6000(229) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 03/30/2023 TO 05/07/2023 | |||||||
| 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 | 231006 | COMMONWEALTH OF KENTUCKY |
County | KNOX | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE06104592306 | ||||||
| Estimate Nbr | 0001 | Period | 03/30/2023 TO 05/07/2023 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE06104592306 | Fed/State Project Number | PROT 6000(229) | 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 | DE06104592306 | Fed/State Project Number | PROT 6000(229) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 10,493.00 | 10,493.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 2,627.00 | 2,627.000 | 0.000 | 0.000 | 37.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 140.00 | 140.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 16.35 | 16.350 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 (REVISED 2-13-23) | 00212 | TON | 8,588.00 | 8,588.000 | 0.000 | 0.000 | 99.00 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,740.00 | 1,740.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 7.73 | 7.730 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | DE06104592306 | Fed/State Project Number | PROT 6000(229) | Category | 0002 DRAINAGE | |||||||
| 0040 | ENTRANCE PIPE-15 IN | 00440 | LF | 336.00 | 336.000 | 0.000 | 0.000 | 77.50 | 0.00 | |||
| 0045 | ENTRANCE PIPE-18 IN | 00441 | LF | 273.00 | 273.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0050 | CULVERT PIPE-15 IN | 00461 | LF | 7.00 | 7.000 | 0.000 | 0.000 | 152.05 | 0.00 | |||
| 0055 | CULVERT PIPE-18 IN | 00462 | LF | 122.00 | 122.000 | 0.000 | 0.000 | 78.00 | 0.00 | |||
| 0060 | CULVERT PIPE-24 IN | 00464 | LF | 105.00 | 105.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0065 | CULVERT PIPE-36 IN | 00468 | LF | 105.00 | 105.000 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 0070 | CULVERT PIPE-48 IN | 00470 | LF | 230.00 | 230.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0075 | CULVERT PIPE-54 IN | 00471 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 358.00 | 0.00 | |||
| 0080 | PERFORATED PIPE-4 IN | 01000 | LF | 645.00 | 645.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0085 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,082.00 | 1,082.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0090 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,210.00 | 0.00 | |||
| 0095 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 1,210.00 | 0.00 | |||
| 0100 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,525.00 | 0.00 | |||
| 0105 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,650.00 | 0.00 | |||
| 0110 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,885.00 | 0.00 | |||
| 0115 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,585.00 | 0.00 | |||
| 0120 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,645.00 | 0.00 | |||
| 0125 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,725.00 | 0.00 | |||
| 0130 | ENTRANCE PIPE-36 IN | 22581EN | LF | 80.00 | 80.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| 0135 | PIPE CULVERT HEADWALL-54 IN PIPE CULVERT HEADWALL-60 IN | 24026EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 11,795.00 | 0.00 | |||
| 0140 | PIPELINE INSPECTION | 24814EC | LF | 869.00 | 869.000 | 0.000 | 0.000 | 2.30 | 0.00 | |||
| 0145 | GABION STEP DITCH | 24847EC | CUYD | 100.00 | 100.000 | 0.000 | 0.000 | 385.00 | 0.00 | |||
| Project | DE06104592306 | Fed/State Project Number | PROT 6000(229) | Category | 0003 ROADWAY | |||||||
| 0150 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 111.00 | 111.000 | 0.000 | 0.000 | 84.00 | 0.00 | |||
| 0155 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,376.00 | 1,376.000 | 0.000 | 0.000 | 62.25 | 0.00 | |||
| 0160 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 461.48 | 0.00 | |||
| 0165 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0170 | BARRICADE-TYPE III | 02014 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0175 | REMOVE PAVEMENT | 02091 | SQYD | 4,319.00 | 4,319.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0180 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 53.00 | 53.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0185 | TEMP DITCH | 02159 | LF | 3,904.00 | 3,904.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0190 | CLEAN TEMP DITCH | 02160 | LF | 1,952.00 | 1,952.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0195 | ROADWAY EXCAVATION | 02200 | CUYD | 238,009.00 | 238,009.000 | 0.000 | 0.000 | 14.35 | 0.00 | |||
| 0200 | WATER | 02242 | MGAL | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0205 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,387.50 | 2,387.500 | 0.000 | 0.000 | 29.50 | 0.00 | |||
| 0210 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0215 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0220 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 0225 | TEMP GUARDRAIL | 02397 | LF | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 19.50 | 0.00 | |||
| 0230 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 80.00 | 80.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0235 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0240 | CHANNEL LINING CLASS II | 02483 | TON | 2,967.00 | 2,967.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 0245 | CHANNEL LINING CLASS III | 02484 | TON | 1,406.00 | 1,406.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0250 | CLEARING AND GRUBBING 36 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 90,000.00 | 0.00 | |||
| 0255 | TEMPORARY SIGNS | 02562 | SQFT | 226.00 | 226.000 | 125.000 | 0.000 | 125.000 | 14.89 | 1,861.25 | 1,861.25 | |
| 0260 | EDGE KEY | 02585 | LF | 158.00 | 158.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0265 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 4,886.00 | 4,886.000 | 0.000 | 0.000 | 2.85 | 0.00 | |||
| 0270 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 41,938.00 | 41,938.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0275 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 4,211.00 | 4,211.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0280 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0285 | DIVERSIONS (BY-PASS DETOURS) #1 STA 201+50 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0290 | DIVERSIONS (BY-PASS DETOURS) #2 STA 219+50 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0295 | DIVERSIONS (BY-PASS DETOURS) #3 STA 399+50 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0300 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 8,000.00 | 16,000.00 | 16,000.00 | |
| 0305 | SAFELOADING | 02690 | CUYD | 6.70 | 6.700 | 0.000 | 0.000 | 444.00 | 0.00 | |||
| 0310 | TEMP SILT FENCE | 02701 | LF | 3,904.00 | 3,904.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0315 | SILT TRAP TYPE A | 02703 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 570.00 | 0.00 | |||
| 0320 | SILT TRAP TYPE B | 02704 | EACH | 39.00 | 39.000 | 5.000 | 0.000 | 5.000 | 225.00 | 1,125.00 | 1,125.00 | |
| 0325 | SILT TRAP TYPE C | 02705 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0330 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0335 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0340 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0345 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0350 | REMOVE STRUCTURE 4 X 4 RCBC STA 104+70 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 14,000.00 | 0.00 | |||
| 0355 | REMOVE STRUCTURE 4 X 4 RCBC STA 204+98 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,225.00 | 0.00 | |||
| 0360 | REMOVE STRUCTURE BRIDGE STA 413+34 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0365 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0370 | EROSION CONTROL BLANKET | 05950 | SQYD | 32,309.00 | 32,309.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0375 | TEMP MULCH | 05952 | SQYD | 125,451.00 | 125,451.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0380 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 94,041.00 | 94,041.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
| 0385 | INITIAL FERTILIZER | 05963 | TON | 6.15 | 6.150 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0390 | MAINTENANCE FERTILIZER | 05964 | TON | 10.27 | 10.270 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0395 | SEEDING AND PROTECTION | 05985 | SQYD | 166,187.00 | 166,187.000 | 0.000 | 0.000 | 0.43 | 0.00 | |||
| 0400 | AGRICULTURAL LIMESTONE | 05992 | TON | 103.00 | 103.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0405 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 15,310.00 | 15,310.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 0410 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 15,310.00 | 15,310.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 0415 | FUEL ADJUSTMENT | 10020NS | DOLL | 74,470.00 | 74,470.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0420 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 74,173.00 | 74,173.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0425 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 15,037.00 | 15,037.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| Project | DE06104592306 | Fed/State Project Number | PROT 6000(229) | Category | 0004 BRIDGE- 12X8 RCBC | |||||||
| 0430 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 85,000.00 | 0.00 | |||
| 0435 | CONCRETE-CLASS A | 08100 | CUYD | 224.00 | 224.000 | 0.000 | 0.000 | 895.00 | 0.00 | |||
| 0440 | STEEL REINFORCEMENT | 08150 | LB | 13,938.00 | 13,938.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| Project | DE06104592306 | Fed/State Project Number | PROT 6000(229) | Category | 0005 WATERLINE | |||||||
| 0445 | W METER 1 INCH | 14025 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,050.00 | 0.00 | |||
| 0450 | W PIPE PVC SPECIAL 1" PVC | 14066 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0455 | W SERV PE/PLST SHORT SIDE 1 IN | 14082 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,865.00 | 0.00 | |||
| 0460 | W TIE-IN 01 INCH | 14155 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,565.00 | 0.00 | |||
| Project | DE06104592306 | Fed/State Project Number | PROT 6000(229) | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0465 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 209,000.00 | 104,500.00 | 104,500.00 | |
| 0470 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 106,000.00 | 0.00 | |||
| SUBTOT | $123,486.25 |
$123,486.25 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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