Report_Id: 221012 Est NO 0001 |
Date:06/27/2022 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 221012 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
District Office | SOMERSET (08340) Richardson, Jessica D. (Stringer) | ||||||
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 | 04/28/2022 TO 06/03/2022 | ||||||
Date Approved | 06/10/2022 | ||||||
Primary Proj Number | DE10200252212 | ||||||
Project No. | STP 5201 (008) | ||||||
Primary County | ROCKCASTLE | ||||||
Name of Road | US-25 | ||||||
Description | ADDRESS PAVEMENT DEFICIENCIES ON US-25 FROM MP 20.404 TO MP 27.052 IN ROCKCASTLE COUNTY | ||||||
Date Let | 03/24/2022 | Formal Acceptance | |||||
Date Awarded | 04/05/2022 | Date Work Began | |||||
Date Contract Executed | 04/28/2022 | Open To Traffic | |||||
Date NTP Issued | 04/28/2022 | Actual Completion Date | |||||
Current Contract Amount | $4,611,489.77 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $4,611,489.77 |
Total Earnings | $90,040.75 |
$0.00 |
$90,040.75 |
|
Percent Complete | 1.95 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $4,521,449.02 |
Gross Earnings | $90,040.75 |
$0.00 |
$90,040.75 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $90,040.75 |
$0.00 |
$90,040.75 |
|||
Contract Id | 221012 | Change Order Summary |
County | ROCKCASTLE | ||||||
Estimate Nbr | 0001 | Project Number | STP 5201 (008) | |||||||
Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 04/28/2022 TO 06/03/2022 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Change from non-tracking tack to regular tack | Pending | 0 | $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 | 221012 | COMMONWEALTH OF KENTUCKY |
County | ROCKCASTLE | ||||||
Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE10200252212 | ||||||
Estimate Nbr | 0001 | Period | 04/28/2022 TO 06/03/2022 | |||||||
Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
Project | DE10200252212 | Fed/State Project Number | STP 5201 (008) | 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 | DE10200252212 | Fed/State Project Number | STP 5201 (008) | Category | 0001 PAVING | |||||||
0005 | DGA BASE | 00001 | TON | 6,819.00 | 6,819.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
0010 | TRAFFIC BOUND BASE | 00020 | TON | 386.00 | 386.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
0015 | LEVELING & WEDGING PG64-22 | 00190 | TON | 500.00 | 500.000 | 0.000 | 0.000 | 97.00 | 0.00 | |||
0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 8,047.00 | 8,047.000 | 0.000 | 0.000 | 79.00 | 0.00 | |||
0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 10,215.00 | 10,215.000 | 0.000 | 0.000 | 92.00 | 0.00 | |||
0030 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
0035 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 572.00 | 572.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
0040 | TRENCHING | 06427 | LF | 67,313.00 | 67,313.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
0045 | LONGITUDINAL EDGE KEY | 21289ED | LF | 69,000.00 | 69,000.000 | 0.000 | 0.000 | 2.15 | 0.00 | |||
0050 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 54.00 | 54.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
8000 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 5.95 | 0.00 | |||
Project | DE10200252212 | Fed/State Project Number | STP 5201 (008) | Category | 0002 ROADWAY | |||||||
0055 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 174.00 | 174.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0060 | TEMP DITCH | 02159 | LF | 17,551.00 | 17,551.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0065 | CLEAN TEMP DITCH | 02160 | LF | 8,775.00 | 8,775.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0070 | ROADWAY EXCAVATION | 02200 | CUYD | 1,401.00 | 1,401.000 | 0.000 | 0.000 | 57.00 | 0.00 | |||
0075 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
0080 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 3,835.00 | 0.00 | |||
0085 | REMOVE GUARDRAIL | 02381 | LF | 4,825.00 | 4,825.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0090 | TEMPORARY SIGNS | 02562 | SQFT | 800.00 | 800.000 | 338.000 | 0.000 | 338.000 | 9.50 | 3,211.00 | 3,211.00 | |
0095 | OBJECT MARKER TYPE 2 | 02565 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0100 | DITCHING AND SHOULDERING | 02575 | LF | 35,101.00 | 35,101.000 | 95.000 | 0.000 | 95.000 | 9.00 | 855.00 | 855.00 | |
0105 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 200,000.00 | 0.00 | |||
0110 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 8,988.00 | 17,976.00 | 17,976.00 | |
0115 | SHOULDER RUMBLE STRIPS | 02696 | LF | 70,204.00 | 70,204.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
0120 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0125 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0130 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0135 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0140 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0145 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0150 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 23,691.72 | 0.00 | |||
0155 | EROSION CONTROL BLANKET | 05950 | SQYD | 9,680.00 | 9,680.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0160 | TEMP MULCH | 05952 | SQYD | 6,453.00 | 6,453.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
0165 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 4,840.00 | 4,840.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
0170 | INITIAL FERTILIZER | 05963 | TON | 0.50 | 0.500 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
0175 | MAINTENANCE FERTILIZER | 05964 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
0180 | SEEDING AND PROTECTION | 05985 | SQYD | 9,680.00 | 9,680.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
0185 | AGRICULTURAL LIMESTONE | 05992 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
0190 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 16,000.00 | 16,000.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
0195 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 212.00 | 212.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
0200 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 212.00 | 212.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
0205 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 341.00 | 341.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0210 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
0215 | FUEL ADJUSTMENT | 10020NS | DOLL | 31,657.00 | 31,657.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0220 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 73,352.00 | 73,352.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0225 | OBJECT MARKER TY 3 | 20191ED | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
0230 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 35,102.00 | 35,102.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
0235 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 8,197.50 | 8,197.500 | 0.000 | 0.000 | 32.00 | 0.00 | |||
0240 | DURABLE WATERBORNE MARKING-6 IN W (REVISED 3-21-22) | 24189ER | LF | 70,202.00 | 70,202.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
0245 | DURABLE WATERBORNE MARKING-6 IN Y (REVISED 3-21-22) | 24190ER | LF | 39,400.00 | 39,400.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
0250 | FRENCH DRAIN | 24103EC | LF | 3,276.00 | 3,276.000 | 0.000 | 0.000 | 61.00 | 0.00 | |||
0255 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 842,435.00 | 842,435.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0260 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 4,412.40 | 0.00 | |||
0265 | TEMPORARY SILT FENCE | 40030 | LF | 17,551.00 | 17,551.000 | 0.000 | 0.000 | 2.27 | 0.00 | |||
Project | DE10200252212 | Fed/State Project Number | STP 5201 (008) | Category | 0003 DRAINAGE | |||||||
0270 | ENTRANCE PIPE-15 IN | 00440 | LF | 1,075.00 | 1,075.000 | 170.000 | 0.000 | 170.000 | 70.00 | 11,900.00 | 11,900.00 | |
0275 | ENTRANCE PIPE-18 IN | 00441 | LF | 642.00 | 642.000 | 350.000 | 0.000 | 350.000 | 81.50 | 28,525.00 | 28,525.00 | |
0280 | ENTRANCE PIPE-24 IN | 00443 | LF | 315.00 | 315.000 | 113.000 | 0.000 | 113.000 | 85.00 | 9,605.00 | 9,605.00 | |
0285 | ENTRANCE PIPE-30 IN | 00445 | LF | 29.00 | 29.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
0290 | CULVERT PIPE-18 IN | 00462 | LF | 159.00 | 159.000 | 0.000 | 0.000 | 532.00 | 0.00 | |||
0295 | CULVERT PIPE-24 IN | 00464 | LF | 136.00 | 136.000 | 0.000 | 0.000 | 420.00 | 0.00 | |||
0300 | CULVERT PIPE-30 IN | 00466 | LF | 117.00 | 117.000 | 0.000 | 0.000 | 502.00 | 0.00 | |||
0305 | CULVERT PIPE-36 IN | 00468 | LF | 88.00 | 88.000 | 0.000 | 0.000 | 430.00 | 0.00 | |||
0310 | REMOVE PIPE | 01310 | LF | 2,536.00 | 2,536.000 | 625.000 | 0.000 | 625.000 | 28.75 | 17,968.75 | 17,968.75 | |
0315 | METAL END SECTION TY 3-24 IN | 01393 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
0320 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
0325 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,735.00 | 0.00 | |||
0330 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 2,475.00 | 0.00 | |||
0335 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,246.00 | 0.00 | |||
0340 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,010.00 | 0.00 | |||
0345 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,900.00 | 0.00 | |||
0350 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
0355 | CHANNEL LINING CLASS III | 02484 | TON | 420.00 | 420.000 | 0.000 | 0.000 | 55.50 | 0.00 | |||
0360 | REMOVE HEADWALL | 02625 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 265.00 | 0.00 | |||
0365 | CONCRETE-CLASS A | 08100 | CUYD | 5.62 | 5.620 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
0370 | STEEL REINFORCEMENT | 08150 | LB | 617.00 | 617.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
0375 | CLEAN CULVERT | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 80,000.00 | 0.00 | |||
0380 | SECURITY PLATE ASSEMBLY | 24585EC | EACH | 88.00 | 88.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0385 | SLOPED AND MITERED HEADWALL-18 IN | 26131ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,085.00 | 0.00 | |||
0390 | SLOPED AND MITERED HEADWALL-24 IN | 26132ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,805.00 | 0.00 | |||
0395 | SLOPED AND MITERED HEADWALL-36 IN | 26134ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,871.00 | 0.00 | |||
Project | DE10200252212 | Fed/State Project Number | STP 5201 (008) | Category | 0004 SIGNING | |||||||
0400 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 126.00 | 126.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
0405 | STEEL POST TYPE 1 | 06410 | LF | 196.00 | 196.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
0410 | BARCODE SIGN INVENTORY | 24631EC | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
Project | DE10200252212 | Fed/State Project Number | STP 5201 (008) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0415 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,770.06 | 0.00 | |||
0420 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 65,848.00 | 0.00 | |||
SUBTOT | $90,040.75 |
$90,040.75 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |