|
Report_Id: 209999 Est NO 0001 |
Date:03/08/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 209999 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07300) Withrow, Joshua B. | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 99 VC Code PQMGR | |||||
| 3009 ATKINSON AVENUE STE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 12/07/2020 TO 12/31/2020 | ||||||
| Date Approved | 02/16/2021 | ||||||
| Primary Proj Number | 07034CLAYSMIL | ||||||
| Project No. | 07034CLAYSMIL | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | MATERIALS ONLY-CLAYS MILL IMPROVEMENTS SECTION 1 | ||||||
| Description | midpoint | ||||||
| Date Let | 11/16/2020 | Formal Acceptance | |||||
| Date Awarded | 12/07/2020 | Date Work Began | 12/02/2020 | ||||
| Date Contract Executed | 12/07/2020 | Open To Traffic | |||||
| Date NTP Issued | 12/07/2020 | Actual Completion Date | |||||
| Current Contract Amount | $10,683,653.39 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,683,653.39 |
Total Earnings | $288,042.89 |
$0.00 |
$288,042.89 |
|
| Percent Complete | 2.70 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $10,395,610.50 |
Gross Earnings | $288,042.89 |
$0.00 |
$288,042.89 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $288,042.89 |
$0.00 |
$288,042.89 |
|||
| Contract Id | 209999 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0001 | Project Number | 07034CLAYSMIL | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 12/07/2020 TO 12/31/2020 | |||||||
| 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 | 209999 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract Type | UNKN UNKNOWN | TRANSPORTATION CABINET |
Primary Project Number | 07034CLAYSMIL | ||||||
| Estimate Nbr | 0001 | Period | 12/07/2020 TO 12/31/2020 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | 07034CLAYSMIL | Fed/State Project Number | 07034CLAYSMIL | 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 | 07034CLAYSMIL | Fed/State Project Number | 07034CLAYSMIL | Category | 0001 ROADWAY | |||||||
| 0005 | DGA BASE | 00001 | TON | 25,123.00 | 25,123.000 | 583.290 | 0.000 | 583.290 | 26.00 | 15,165.54 | 15,165.54 | |
| 0010 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 2,900.00 | 2,900.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 1-1.5 IN | 00190 | TON | 2,026.00 | 2,026.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 336.00 | 336.000 | 0.000 | 0.000 | 76.00 | 0.00 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 1,510.00 | 1,510.000 | 370.340 | 0.000 | 370.340 | 76.00 | 28,145.84 | 28,145.84 | |
| 0035 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 23,297.00 | 23,297.000 | 0.000 | 0.000 | 76.00 | 0.00 | |||
| 0040 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 6,220.00 | 6,220.000 | 0.000 | 0.000 | 99.00 | 0.00 | |||
| 0045 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 28.00 | 28.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0050 | STORM SEWER PIPE-12 IN | 00520 | LF | 9.00 | 9.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0055 | STORM SEWER PIPE-15 IN | 00521 | LF | 4,711.00 | 4,711.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0060 | STORM SEWER PIPE-18 IN | 00522 | LF | 2,261.00 | 2,261.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0065 | STORM SEWER PIPE-18 IN Lt Sta 149+65.08 | 00522 | LF | 183.00 | 183.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 0070 | STORM SEWER PIPE-24 IN | 00524 | LF | 2,608.00 | 2,608.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0075 | STORM SEWER PIPE-24 IN Lt Sta 135+99.44 | 00524 | LF | 341.00 | 341.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 0080 | STORM SEWER PIPE-30 IN | 00526 | LF | 1,905.00 | 1,905.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0085 | STORM SEWER PIPE-36 IN | 00528 | LF | 741.00 | 741.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0090 | SLOTTED DRAIN PIPE-15 IN | 00981 | LF | 54.00 | 54.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0095 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0100 | CURB BOX INLET TYPE A 10 FT | 01456 | EACH | 105.00 | 105.000 | 0.000 | 0.000 | 5,600.00 | 0.00 | |||
| 0105 | CURB BOX INLET TYPE A 15 FT | 01456 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 7,700.00 | 0.00 | |||
| 0110 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0115 | CURB BOX INLET TYPE B 10 FT | 01480 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0120 | CURB BOX INLET TYPE B 15 FT | 01480 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,600.00 | 0.00 | |||
| 0125 | CURB BOX INLET TYPE F | 01487 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | |||
| 0130 | DROP BOX INLET TYPE 11 | 01544 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0135 | JUNCTION BOX Type B-15 IN | 01650 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0140 | JUNCTION BOX Type B-24 IN | 01650 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0145 | MANHOLE TYPE A 4 FT | 01756 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0150 | MANHOLE TYPE A 5 FT | 01756 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0155 | MANHOLE TYPE A 6 FT | 01756 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,750.00 | 0.00 | |||
| 0160 | STANDARD CURB AND GUTTER | 01810 | LF | 20,839.00 | 20,839.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0165 | CEM CONC ENT PAVEMENT-6 IN | 02099 | SQYD | 4,123.00 | 4,123.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0170 | REMOVE & RESET FENCE Split Rail | 02267 | LF | 86.00 | 86.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0175 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 37.50 | 37.500 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0180 | CLEARING AND GRUBBING Lump Sum | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 100,000.00 | 0.00 | |||
| 0185 | CONCRETE-CLASS A FOR STEPS | 02551 | CUYD | 4.40 | 4.400 | 0.000 | 0.000 | 891.18 | 0.00 | |||
| 0190 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 460,000.00 | 230,000.00 | 230,000.00 | |
| 0195 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 170,000.00 | 0.00 | |||
| 0200 | QUALITY CONTROL Allowance | 02572 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,000.00 | 0.00 | |||
| 0205 | EDGE KEY | 02585 | LF | 1,116.00 | 1,116.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0210 | HANDRAIL-TYPE A-1 | 02611 | LF | 1,556.00 | 1,556.000 | 0.000 | 0.000 | 102.00 | 0.00 | |||
| 0215 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.027 | 0.000 | 0.027 | 125,750.00 | 3,395.25 | 3,395.25 | |
| 0220 | SAFELOADING | 02690 | CUYD | 97.00 | 97.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0225 | TEMP SILT FENCE | 02701 | LF | 9,966.00 | 9,966.000 | 0.000 | 0.000 | 3.15 | 0.00 | |||
| 0230 | SIDEWALK-4 1/2 INCH CONCRETE | 02719 | SQYD | 10,005.00 | 10,005.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0235 | SIDEWALK-4 1/2 INCH CONCRETE For Ramps | 02719 | SQYD | 420.00 | 420.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0240 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,000.00 | 0.00 | |||
| 0245 | REMOVE STRUCTURE Sta 196+43 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,052.61 | 0.00 | |||
| 0250 | PVC PIPE-10 IN | 03389 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 153.00 | 0.00 | |||
| 0255 | CONDUIT-2 IN Rigid Steel | 04795 | LF | 2,154.00 | 2,154.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0260 | CONDUIT-2 IN Sch 40 PVC | 04795 | LF | 19,679.00 | 19,679.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0265 | ELECTRICAL JUNCTION BOX | 04810 | EACH | 66.00 | 66.000 | 0.000 | 0.000 | 975.00 | 0.00 | |||
| 0270 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,600.00 | 3,600.000 | 0.000 | 0.000 | 1.53 | 0.00 | |||
| 0275 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 10,000.00 | 10,000.000 | 227.100 | 0.000 | 227.100 | 0.60 | 136.26 | 136.26 | |
| 0280 | SEEDING AND PROTECTION | 05985 | SQYD | 20,556.00 | 20,556.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0285 | SODDING | 05990 | SQYD | 22,400.00 | 22,400.000 | 0.000 | 0.000 | 6.20 | 0.00 | |||
| 0290 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 770.00 | 770.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0295 | STEEL POST TYPE 1 | 06410 | LF | 1,212.00 | 1,212.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0300 | PAVE STRIPING-PERM PAINT-4 IN White | 06514 | LF | 24,553.00 | 24,553.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0305 | PAVE STRIPING-PERM PAINT-4 IN Yellow | 06514 | LF | 23,081.00 | 23,081.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0310 | PAVE STRIPING-PERM PAINT-6 IN Yellow | 06515 | LF | 957.00 | 957.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0315 | PAVE STRIPING-PERM PAINT-12 IN White | 06517 | LF | 1,554.00 | 1,554.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0320 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 168.00 | 168.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0325 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 831.00 | 831.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0330 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 130.00 | 130.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0335 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0340 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 238.00 | 238.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0345 | STRUCTURE EXCAVATION-COMMON Sta 196+43 | 08001 | CUYD | 1,765.00 | 1,765.000 | 0.000 | 0.000 | 18.40 | 0.00 | |||
| 0350 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.028 | 0.000 | 0.028 | 400,000.00 | 11,200.00 | 11,200.00 | |
| 0355 | CONCRETE-CLASS A Retaining Wall | 08100 | CUYD | 347.00 | 347.000 | 0.000 | 0.000 | 495.00 | 0.00 | |||
| 0360 | CONCRETE-CLASS A Stormwater Culvert Sta 196+43 | 08100 | CUYD | 271.60 | 271.600 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
| 0365 | STEEL REINFORCEMENT Culvert Sta 196+43 | 08150 | LB | 31,701.00 | 31,701.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0370 | DRAIN PIPE-8 IN | 08821 | LF | 53.00 | 53.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0375 | EXTRA WORK NEED SUPPLEMENTAL DESCRIPTION Handrail-Parapet | 10090NX | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,615.00 | 0.00 | |||
| 0380 | EXTRA WORK NEED SUPPLEMENTAL DESCRIPTION Lt Sta 135+99.44 | 10090NX | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0385 | EXTRA WORK NEED SUPPLEMENTAL DESCRIPTION Payment and Performance Bond | 10090NX | LS | 1.00 | 1.000 | 0.000 | 0.000 | 36,497.94 | 0.00 | |||
| 0390 | EXTRA WORK NEED SUPPLEMENTAL DESCRIPTION Signals-Hill N Dale | 10090NX | LS | 1.00 | 1.000 | 0.000 | 0.000 | 208,500.00 | 0.00 | |||
| 0395 | EXTRA WORK NEED SUPPLEMENTAL DESCRIPTION Signals-Lane Allen/Rosemont Garden | 10090NX | LS | 1.00 | 1.000 | 0.000 | 0.000 | 208,500.00 | 0.00 | |||
| 0400 | EXTRA WORK NEED SUPPLEMENTAL DESCRIPTION Signals-Pasadena | 10090NX | LS | 1.00 | 1.000 | 0.000 | 0.000 | 208,500.00 | 0.00 | |||
| 0405 | S MANHOLE 4 FT | 15092 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0410 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 55.00 | 55.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0415 | PAVE MARKING THERMO-BIKE | 20782NS714 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0420 | FIBER OPTIC CABLE | 21077ED | LF | 9,683.00 | 9,683.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0425 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,558.99 | 0.00 | |||
| 0430 | WOOD PLANK FENCE | 22000ED | LF | 145.00 | 145.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0435 | ASPHALT MILLING AND TEXTURING | 23019EN | SQYD | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0440 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 360.00 | 360.000 | 0.000 | 0.000 | 15.17 | 0.00 | |||
| 0445 | PAVE MARK TY 1 TAPE -SCHOOL | 23257ES717 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0450 | LANDSCAPING | 23721NN | LS | 1.00 | 1.000 | 0.000 | 0.000 | 145,000.00 | 0.00 | |||
| 0455 | DUCTILE IRON PIPE-SEWER LATERAL | 23797EC | LF | 49.00 | 49.000 | 0.000 | 0.000 | 250.67 | 0.00 | |||
| 0460 | REPLACE PIER PEDESTAL Rebuild Pier and Cap | 24462EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0465 | INSTALL Project Sign | 24601EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 270.30 | 0.00 | |||
| 0470 | INSTALL Water Quality Unit 196+85.27 | 24601EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0475 | INSTALL Water Quality Unit 196+87.50 | 24601EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0480 | INSTALL Water Quality Unit Sta 196+00.84 | 24601EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0485 | RELOCATE Mailbox | 24605ED | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0490 | PIPELINE INSPECTION | 24814EC | LF | 13,764.00 | 13,764.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0495 | FIBER OPTIC SPLICE ENCLOSURE | 24922EC | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0500 | PVC YARD INLET 8 IN PVC Drainage Structure | 30054 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| SUBTOT | $288,042.89 |
$288,042.89 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||