|
Report_Id: 174213 Est NO 0001 |
Date:06/27/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 174213 | 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 VC0000106272 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 07/14/2017 TO 06/01/2018 | ||||||
| Date Approved | 06/14/2018 | ||||||
| Primary Proj Number | 11061025E1701 | ||||||
| Project No. | HSIP 0251 (044) | ||||||
| Primary County | KNOX | ||||||
| Name of Road | CUMBERLAND GAP PARKWAY (US 25E) | ||||||
| Description | CUMBERLAND GAP PARKWAY (US 25E) | ||||||
| Date Let | 08/25/2017 | Formal Acceptance | |||||
| Date Awarded | 09/06/2017 | Date Work Began | |||||
| Date Contract Executed | 09/14/2017 | Open To Traffic | |||||
| Date NTP Issued | 07/14/2017 | Actual Completion Date | |||||
| Current Contract Amount | $474,029.77 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $474,029.77 |
Total Earnings | $82,400.29 |
$0.00 |
$82,400.29 |
|
| Percent Complete | 17.38 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $391,629.48 |
Gross Earnings | $82,400.29 |
$0.00 |
$82,400.29 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $82,400.29 |
$0.00 |
$82,400.29 |
|||
| Contract Id | 174213 | Change Order Summary |
County | KNOX | ||||||
| Estimate Nbr | 0001 | Project Number | HSIP 0251 (044) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 07/14/2017 TO 06/01/2018 | |||||||
| 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 | 174213 | COMMONWEALTH OF KENTUCKY |
County | KNOX | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | 11061025E1701 | ||||||
| Estimate Nbr | 0001 | Period | 07/14/2017 TO 06/01/2018 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | 11061025E1701 | Fed/State Project Number | HSIP 0251 (044) | 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 | 11061025E1701 | Fed/State Project Number | HSIP 0251 (044) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 678.00 | 678.000 | 494.420 | 0.000 | 494.420 | 38.00 | 18,787.96 | 18,787.96 | |
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,385.00 | 1,385.000 | 235.770 | 0.000 | 235.770 | 32.00 | 7,544.64 | 7,544.64 | |
| 0015 | LEVELING & WEDGING PG64-22 | 00190 | TON | 170.00 | 170.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 1,379.00 | 1,379.000 | 0.000 | 0.000 | 73.00 | 0.00 | |||
| 0025 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 171.00 | 171.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0030 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 1,019.00 | 1,019.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| Project | 11061025E1701 | Fed/State Project Number | HSIP 0251 (044) | Category | 0002 ROADWAY | |||||||
| 0035 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | SQYD | 67.00 | 67.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0040 | REMOVE PAVEMENT | 02091 | SQYD | 98.00 | 98.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0045 | TEMP DITCH | 02159 | LF | 660.00 | 660.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0050 | CLEAN TEMP DITCH | 02160 | LF | 330.00 | 330.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0055 | ROADWAY EXCAVATION | 02200 | CUYD | 1,526.00 | 1,526.000 | 1,453.000 | 0.000 | 1,453.000 | 28.75 | 41,773.75 | 41,773.75 | |
| 0060 | WATER | 02242 | MGAL | 29.00 | 29.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0065 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 768.75 | 0.00 | |||
| 0070 | REMOVE GUARDRAIL | 02381 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 20.50 | 0.00 | |||
| 0075 | CLEARING AND GRUBBING (CID 174213) | 02545 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 10,483.00 | 2,620.75 | 2,620.75 | |
| 0080 | TEMPORARY SIGNS | 02562 | SQFT | 178.00 | 178.000 | 360.000 | 0.000 | 360.000 | 9.63 | 3,466.80 | 3,466.80 | |
| 0085 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 168.00 | 168.000 | 1,351.000 | 0.000 | 1,351.000 | 2.00 | 2,702.00 | 2,702.00 | |
| 0090 | MAINTAIN & CONTROL TRAFFIC (CID 174213) | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 16,025.57 | 4,006.39 | 4,006.39 | |
| 0095 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 749.00 | 1,498.00 | 1,498.00 | |
| 0100 | MOBILIZATION FOR MILL & TEXT (CID 174213) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0105 | SHOULDER RUMBLE STRIPS | 02696 | LF | 1,575.00 | 1,575.000 | 0.000 | 0.000 | 4.83 | 0.00 | |||
| 0110 | TEMP SILT FENCE | 02701 | LF | 660.00 | 660.000 | 0.000 | 0.000 | 2.17 | 0.00 | |||
| 0115 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0120 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 235.00 | 0.00 | |||
| 0125 | SILT TRAP TYPE C | 02705 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0130 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0135 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0140 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0145 | STAKING (CID 174213) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,053.24 | 0.00 | |||
| 0150 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 374.50 | 0.00 | |||
| 0155 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0160 | EROSION CONTROL BLANKET | 05950 | SQYD | 276.00 | 276.000 | 0.000 | 0.000 | 3.08 | 0.00 | |||
| 0165 | TEMP MULCH | 05952 | SQYD | 2,451.00 | 2,451.000 | 0.000 | 0.000 | 0.05 | 0.00 | |||
| 0170 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,838.00 | 1,838.000 | 0.000 | 0.000 | 0.05 | 0.00 | |||
| 0175 | INITIAL FERTILIZER | 05963 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 820.00 | 0.00 | |||
| 0180 | 20-10-10 FERTILIZER | 05964 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 820.00 | 0.00 | |||
| 0185 | SEEDING AND PROTECTION | 05985 | SQYD | 3,065.00 | 3,065.000 | 0.000 | 0.000 | 0.41 | 0.00 | |||
| 0190 | AGRICULTURAL LIMESTONE | 05992 | TON | 0.40 | 0.400 | 0.000 | 0.000 | 102.50 | 0.00 | |||
| 0195 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 9,856.00 | 9,856.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0200 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 8,003.00 | 8,003.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0205 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0210 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 2,304.00 | 2,304.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0215 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0220 | PAVE MARKING-THERMO COMB ARROW (U-TURN) | 06575 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0225 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0230 | SAWCUT PAVEMENT | 20550ND | LF | 338.00 | 338.000 | 0.000 | 0.000 | 4.45 | 0.00 | |||
| 0235 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,427.00 | 1,427.000 | 0.000 | 0.000 | 9.63 | 0.00 | |||
| 0240 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 335.00 | 335.000 | 0.000 | 0.000 | 8.20 | 0.00 | |||
| 0245 | INLAID PAVEMENT MARKER | 24489EC | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0250 | CONCRETE ISLAND | 24651ED | SQYD | 44.40 | 44.400 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| Project | 11061025E1701 | Fed/State Project Number | HSIP 0251 (044) | Category | 0003 DRAINAGE | |||||||
| 0255 | CULVERT PIPE-15 IN | 00461 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0260 | CULVERT PIPE-18 IN | 00462 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0265 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0270 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| Project | 11061025E1701 | Fed/State Project Number | HSIP 0251 (044) | Category | 0004 SIGNING | |||||||
| 0275 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 351.00 | 351.000 | 0.000 | 0.000 | 13.33 | 0.00 | |||
| 0280 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 89.00 | 89.000 | 0.000 | 0.000 | 14.35 | 0.00 | |||
| 0285 | STEEL POST TYPE 1 | 06410 | LF | 1,044.00 | 1,044.000 | 0.000 | 0.000 | 8.20 | 0.00 | |||
| 0290 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 615.00 | 0.00 | |||
| 0295 | REMOVE SIGN | 21373ND | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 51.25 | 0.00 | |||
| 0300 | GMSS TYPE D | 21596ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 307.50 | 0.00 | |||
| 0305 | BARCODE SIGN INVENTORY | 24631EC | EACH | 91.00 | 91.000 | 0.000 | 0.000 | 10.25 | 0.00 | |||
| Project | 11061025E1701 | Fed/State Project Number | HSIP 0251 (044) | Category | 0005 DEMOBILIZATION | |||||||
| 0310 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,006.00 | 0.00 | |||
| SUBTOT | $82,400.29 |
$82,400.29 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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