|
Report_Id: 211340 Est NO 0008 |
Date:08/22/2022 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211340 | Estimate Number | 0008 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11300) Nicholson, Robert C. | ||||||
| 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 | 07/16/2022 TO 07/29/2022 | ||||||
| Date Approved | 08/05/2022 | ||||||
| Primary Proj Number | DE02690062140 | ||||||
| Project No. | FD04 026 9006 015-020 | ||||||
| Primary County | CLAY | ||||||
| Name of Road | DANIEL BOONE PARKWAY (PW 9006) | ||||||
| Description | FROM MP 15.6 TO MP 19.517 | ||||||
| Date Let | 09/24/2021 | Formal Acceptance | |||||
| Date Awarded | 10/06/2021 | Date Work Began | 05/20/2022 | ||||
| Date Contract Executed | 10/22/2021 | Open To Traffic | |||||
| Date NTP Issued | 10/22/2021 | Actual Completion Date | |||||
| Current Contract Amount | $3,677,583.77 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,677,583.77 |
Total Earnings | $1,187,941.77 |
$717,592.28 |
$470,349.49 |
|
| Percent Complete | 45.66 |
Stockpiled Materials | $491,126.99 |
$491,126.99 |
$0.00 |
|
| Funds Available | $1,998,515.01 |
Gross Earnings | $1,679,068.76 |
$1,208,719.27 |
$470,349.49 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,679,068.76 |
$1,208,719.27 |
$470,349.49 |
|||
| Contract Id | 211340 | Change Order Summary |
County | CLAY | ||||||
| Estimate Nbr | 0008 | Project Number | FD04 026 9006 015-020 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 07/16/2022 TO 07/29/2022 | |||||||
| 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 | 211340 | COMMONWEALTH OF KENTUCKY |
County | CLAY | ||||||
| Contract Type | ASRH ASPHALT REHAB INTERSTATE/PARKWAY | TRANSPORTATION CABINET |
Primary Project Number | DE02690062140 | ||||||
| Estimate Nbr | 0008 | Period | 07/16/2022 TO 07/29/2022 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE02690062140 | Fed/State Project Number | FD04 026 9006 015-020 | 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 | DE02690062140 | Fed/State Project Number | FD04 026 9006 015-020 | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 2,960.00 | 2,960.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 366.00 | 366.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 44.00 | 44.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG76-22 | 00194 | TON | 900.00 | 900.000 | 492.250 | 0.000 | 492.250 | 96.00 | 47,256.00 | 47,256.00 | |
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 7,532.00 | 7,532.000 | 4,535.820 | 3,327.480 | 7,863.300 | 69.50 | 315,239.49 | 546,499.35 | |
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,766.00 | 3,766.000 | 0.000 | 0.000 | 83.50 | 0.00 | |||
| 0035 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 6,156.00 | 6,156.000 | 0.000 | 0.000 | 108.00 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 61.00 | 61.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0045 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,000.00 | 3,000.00 | 3,000.00 | |
| 0050 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 501.00 | 501.000 | 0.000 | 0.000 | 35.50 | 0.00 | |||
| 0055 | SHOULDER RUMBLE STRIPS | 02696 | LF | 41,076.00 | 41,076.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0060 | TRENCHING | 06427 | LF | 41,076.00 | 41,076.000 | 23,350.000 | 17,000.000 | 40,350.000 | 2.65 | 61,877.50 | 106,927.50 | |
| 0065 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 20,538.00 | 20,538.000 | 0.000 | 0.000 | 0.23 | 0.00 | |||
| Project | DE02690062140 | Fed/State Project Number | FD04 026 9006 015-020 | Category | 0002 ROADWAY | |||||||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 774.00 | 774.000 | 430.980 | 430.980 | 41.00 | 17,670.18 | |||
| 0075 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 441.00 | 441.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0080 | TEMP DITCH | 02159 | LF | 10,341.00 | 10,341.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0085 | CLEAN TEMP DITCH | 02160 | LF | 5,171.00 | 5,171.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0090 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0095 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0100 | REMOVE GUARDRAIL | 02381 | LF | 23,800.00 | 23,800.000 | 23,936.500 | 23,936.500 | 2.00 | 47,873.00 | |||
| 0105 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0110 | TEMPORARY SIGNS | 02562 | SQFT | 800.00 | 800.000 | 470.000 | 470.000 | 9.00 | 4,230.00 | |||
| 0115 | DITCHING AND SHOULDERING | 02575 | LF | 20,682.00 | 20,682.000 | 12,106.000 | 12,106.000 | 8.32 | 100,721.92 | |||
| 0120 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.400 | 0.100 | 0.500 | 72,500.00 | 29,000.00 | 36,250.00 | |
| 0125 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,226.00 | 4,452.00 | |||
| 0130 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0135 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0140 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0145 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0155 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0160 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 7,500.00 | 3,750.00 | 3,750.00 | |
| 0165 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,077.49 | 0.00 | |||
| 0170 | EROSION CONTROL BLANKET | 05950 | SQYD | 9,680.00 | 9,680.000 | 12,729.770 | 12,729.770 | 2.00 | 25,459.54 | |||
| 0175 | TEMP MULCH | 05952 | SQYD | 6,453.00 | 6,453.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0180 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 4,840.00 | 4,840.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0185 | INITIAL FERTILIZER | 05963 | TON | 0.50 | 0.500 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0190 | MAINTENANCE FERTILIZER | 05964 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0195 | SEEDING AND PROTECTION | 05985 | SQYD | 9,680.00 | 9,680.000 | 8,302.556 | 8,302.556 | 0.80 | 6,642.04 | |||
| 0200 | AGRICULTURAL LIMESTONE | 05992 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0205 | FLEXIBLE DELINEATOR POST-B/W | 06403 | EACH | 474.00 | 474.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0210 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 34,217.00 | 34,217.000 | 40,906.000 | 0.000 | 40,906.000 | 0.25 | 10,226.50 | 10,226.50 | |
| 0215 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 43,994.00 | 43,994.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0220 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 28,217.00 | 28,217.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0225 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 290.00 | 290.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0230 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 290.00 | 290.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0235 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 132.00 | 132.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0240 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 257.00 | 257.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0245 | FUEL ADJUSTMENT | 10020NS | DOLL | 28,569.00 | 28,569.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0250 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 71,757.00 | 71,757.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0255 | OBJECT MARKER TY 3 | 20191ED | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0260 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 21,900.00 | 21,900.000 | 0.000 | 0.000 | 28.95 | 0.00 | |||
| 0265 | TEMPORARY SILT FENCE | 40030 | LF | 10,341.00 | 10,341.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| Project | DE02690062140 | Fed/State Project Number | FD04 026 9006 015-020 | Category | 0003 DRAINAGE | |||||||
| 0270 | CULVERT PIPE-48 IN | 00470 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0275 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 14,500.00 | 0.00 | |||
| 0280 | REMOVE PIPE | 01310 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0285 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0290 | REMOVE CURB | 01904 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0295 | REMOVE PAVED DITCH | 02165 | SQYD | 435.00 | 435.000 | 330.552 | 330.552 | 43.00 | 14,213.73 | |||
| 0300 | CHANNEL LINING CLASS III | 02484 | TON | 570.00 | 570.000 | 469.040 | 469.040 | 75.00 | 35,178.00 | |||
| 0305 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 24.00 | 24.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0310 | RETAINING WALL-GABION | 02610 | CUYD | 24.00 | 24.000 | 32.000 | 32.000 | 365.00 | 11,680.00 | |||
| 0315 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 0320 | PVC FOLD AND FORM PIPE LINER-18 IN | 24862EC | LF | 196.00 | 196.000 | 196.000 | 196.000 | 109.00 | 21,364.00 | |||
| 0325 | PVC FOLD AND FORM PIPE LINER-30 IN | 24864EC | LF | 301.00 | 301.000 | 301.000 | 301.000 | 148.00 | 44,548.00 | |||
| 0340 | PIPE LINER ACCEPTANCE TESTING (ADDED 9/15/2021) | 23484EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE02690062140 | Fed/State Project Number | FD04 026 9006 015-020 | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0330 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0335 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 51,388.05 | 0.00 | |||
| SUBTOT | $470,349.49 |
$1,187,941.77 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0260-1-0I |
GR 25' W-Beam S/Face (7' Post) | EACH |
876.00 | 0001 | $556.750000 | $487,713.00 | ||||||
0260-2-0I |
Guardrail W-Beam S-Face (2) | EACH |
876.00 | 0002 | $556.750000 | $3,413.99 | ||||||
| SUBTOT | $491,126.99 |
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