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Report_Id: 192400 Est NO 0006 |
Date:08/14/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 192400 | Estimate Number | 0006 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11340) Morgan, Lonnie D. | ||||||
| Contractor | BLUEGRASS CONTRACTING CORPORATION | ADDR SN 0 VC Code KY0035742 | |||||
| PO BOX 11638 | |||||||
| 1051 RED MILE RD STE 1A | |||||||
| LEXINGTON , KY , 40576-1638 | |||||||
| Pay Period | 07/01/2020 TO 07/10/2020 | ||||||
| Date Approved | 07/17/2020 | ||||||
| Primary Proj Number | MP063025W1901 | ||||||
| Project No. | FD04 063 025W 000-002 | ||||||
| Primary County | LAUREL | ||||||
| Name of Road | WEST DIXIE HIGHWAY (US 25W) | ||||||
| Description | FROM 1,000 FEET SOUTH OF US 25E EXTENDING NORTH TO US 25E | ||||||
| Date Let | 10/25/2019 | Formal Acceptance | |||||
| Date Awarded | 11/01/2019 | Date Work Began | 04/20/2020 | ||||
| Date Contract Executed | 11/25/2019 | Open To Traffic | |||||
| Date NTP Issued | 11/01/2019 | Actual Completion Date | |||||
| Current Contract Amount | $1,118,000.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,118,000.00 |
Total Earnings | $796,948.18 |
$614,179.50 |
$182,768.68 |
|
| Percent Complete | 71.28 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $321,051.82 |
Gross Earnings | $796,948.18 |
$614,179.50 |
$182,768.68 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $796,948.18 |
$614,179.50 |
$182,768.68 |
|||
| Contract Id | 192400 | Change Order Summary |
County | LAUREL | ||||||
| Estimate Nbr | 0006 | Project Number | FD04 063 025W 000-002 | |||||||
| Contractor | BLUEGRASS CONTRACTING CORPORATION | Period | 07/01/2020 TO 07/10/2020 | |||||||
| 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 | 192400 | COMMONWEALTH OF KENTUCKY |
County | LAUREL | ||||||
| Contract Type | JPCI JPC PAVEMENT INLAY | TRANSPORTATION CABINET |
Primary Project Number | MP063025W1901 | ||||||
| Estimate Nbr | 0006 | Period | 07/01/2020 TO 07/10/2020 | |||||||
| Contractor | BLUEGRASS CONTRACTING CORPORATION | |||||||||
| Project | MP063025W1901 | Fed/State Project Number | FD04 063 025W 000-002 | 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 | MP063025W1901 | Fed/State Project Number | FD04 063 025W 000-002 | Category | 0010 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 250.00 | 250.000 | 278.710 | 278.710 | 39.25 | 10,939.36 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 (LIMESTONE) | 00078 | TON | 2,000.00 | 2,000.000 | 339.370 | 339.370 | 43.50 | 14,762.59 | |||
| 0015 | ASPHALT SEAL AGGREGATE (WASHED CRUSHED LIMESTONE SEAL COAT 9-M) | 00100 | TON | 22.00 | 22.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 3.14 | 3.140 | 0.000 | 0.000 | 1,950.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 860.00 | 860.000 | 790.390 | 790.390 | 113.00 | 89,314.07 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 125.00 | 125.000 | 74.920 | 74.920 | 198.00 | 14,834.16 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 2.10 | 2.100 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0040 | JPC PAVEMENT-10 IN | 02069 | SQYD | 4,750.00 | 4,750.000 | 1,828.480 | 2,891.470 | 4,719.950 | 91.00 | 166,391.68 | 429,515.45 | |
| 0045 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 5,000.00 | 5,000.000 | 500.000 | 500.000 | 2.00 | 1,000.00 | |||
| 0050 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 2,825.00 | 1,412.50 | 2,825.00 | |
| 0055 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 2,700.00 | 2,700.000 | 2,700.000 | 2,700.000 | 18.75 | 50,625.00 | |||
| 0060 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 10,500.00 | 5,250.00 | 10,500.00 | |
| 0065 | TRENCHING FOR SHOULDERS - 8 INCHES DEPTH | 06427 | LF | 1,000.00 | 1,000.000 | 1,000.000 | 1,000.000 | 18.75 | 18,750.00 | |||
| 0070 | FUEL ADJUSTMENT | 10020NS | DOLL | 1,380.00 | 1,380.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0075 | REMOVE TRAFFIC ISLAND | 20997ED | SQYD | 375.00 | 375.000 | 375.000 | 375.000 | 31.50 | 11,812.50 | |||
| Project | MP063025W1901 | Fed/State Project Number | FD04 063 025W 000-002 | Category | 0015 GUARDRAIL | |||||||
| 0080 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 11.25 | 0.00 | |||
| 0085 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0090 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0095 | REMOVE GUARDRAIL | 02381 | LF | 600.00 | 600.000 | 537.500 | 537.500 | 1.75 | 940.62 | |||
| Project | MP063025W1901 | Fed/State Project Number | FD04 063 025W 000-002 | Category | 0020 MAINTAIN & CONTROL TRAFFIC | |||||||
| 0100 | TEMPORARY SIGNS | 02562 | SQFT | 600.00 | 600.000 | 328.000 | 328.000 | 11.00 | 3,608.00 | |||
| 0105 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 110,000.00 | 55,000.00 | |||
| 0110 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,800.00 | 7,200.00 | |||
| 0115 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,250.00 | 2,500.00 | |||
| 0120 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0125 | PAVE STRIPING-TEMP REM TAPE-B (6 INCH) | 06549 | LF | 100.00 | 100.000 | 732.000 | 732.000 | 10.50 | 7,686.00 | |||
| 0130 | PAVE STRIPING-TEMP REM TAPE-W (6 INCH) | 06550 | LF | 8,000.00 | 8,000.000 | 4,397.000 | 4,397.000 | 2.10 | 9,233.70 | |||
| 0135 | PAVE STRIPING-TEMP REM TAPE-Y (6 inch) | 06551 | LF | 8,000.00 | 8,000.000 | 3,371.000 | 3,371.000 | 2.10 | 7,079.10 | |||
| 0140 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 5,500.00 | 5,500.000 | 0.000 | 0.000 | 6.75 | 0.00 | |||
| 0145 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 4,500.00 | 4,500.000 | 0.000 | 0.000 | 6.75 | 0.00 | |||
| 0150 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 10.25 | 0.00 | |||
| 0155 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0160 | PAVE MARK TY 1 TAPE CROSS HATCH (YELLOW) | 23253ES717 | SQFT | 200.00 | 200.000 | 0.000 | 0.000 | 11.25 | 0.00 | |||
| 0165 | PAVE MARK TY 1 TAPE-STRAIGHT ARROW | 23255ES717 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 339.00 | 0.00 | |||
| 0170 | PAVE MARK TY 1 TAPE STOP BAR-24 IN | 23265ES717 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
| 0175 | PAVE MARK TY 1 TAPE-MERGE ARROW | 23268ES717 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 0180 | PAVE MARK TY 1 TAPE-CURV ARROW | 23270ES717 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 452.00 | 0.00 | |||
| 0185 | YIELD LINES TYPE 1 TAPE YIELD BAR - 36 INCH | 23745EC | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| Project | MP063025W1901 | Fed/State Project Number | FD04 063 025W 000-002 | Category | 0030 LIGHTING | |||||||
| 0190 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 16,700.00 | 16,700.00 | |||
| 0195 | CONDUIT-3 IN | 04797 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 28.25 | 0.00 | |||
| 0200 | TRENCHING AND BACKFILLING FOR HIGH MAST LIGHTING | 04820 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0205 | POLE BASE-HIGH MAST | 23161EN | CUYD | 9.00 | 9.000 | 9.000 | 9.000 | 225.00 | 2,025.00 | |||
| 0210 | WIRE-NO. 10 | 23778EC | LF | 300.00 | 300.000 | 0.000 | 0.000 | 1.15 | 0.00 | |||
| 0215 | INSTALL HIGH MAST LUMINAIRE | 24601EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 675.00 | 3,375.00 | |||
| 0220 | INSTALL POLE - 120 FT MOUNTING HEIGHT HIGH MAST | 24601EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,250.00 | 10,250.00 | |||
| 0225 | PVC CONDUIT-3 IN-SCHEDULE 80 | 24902EC | LF | 150.00 | 150.000 | 0.000 | 0.000 | 5.65 | 0.00 | |||
| Project | MP063025W1901 | Fed/State Project Number | FD04 063 025W 000-002 | Category | 0040 TRAFFIC SIGNALS | |||||||
| 0230 | CONDUIT-1 IN | 04792 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0235 | CONDUIT-2 IN | 04795 | LF | 300.00 | 300.000 | 110.000 | 110.000 | 5.75 | 632.50 | |||
| 0240 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 450.00 | 450.00 | |||
| 0245 | TRENCHING AND BACKFILLING FOR TRAFFIC SIGNAL | 04820 | LF | 300.00 | 300.000 | 34.000 | 34.000 | 1.15 | 39.10 | |||
| 0250 | CABLE-NO. 14/1 PAIR | 04850 | LF | 1,500.00 | 1,500.000 | 1,050.000 | 1,050.000 | 1.15 | 1,207.50 | |||
| 0255 | PREFORMED LOOP/LEAD-IN | 04894 | LF | 150.00 | 150.000 | 100.000 | 100.000 | 21.50 | 2,150.00 | |||
| 0260 | PREFORMED QUADRAPOLE LOOPS | 20453ES835 | LF | 306.00 | 306.000 | 403.000 | 106.000 | 509.000 | 21.50 | 8,664.50 | 10,943.50 | |
| 0265 | LOOP TEST | 24963ED | EACH | 3.00 | 3.000 | 3.000 | 0.000 | 3.000 | 350.00 | 1,050.00 | 1,050.00 | |
| Project | MP063025W1901 | Fed/State Project Number | FD04 063 025W 000-002 | Category | 0050 DEMOBILIZATION | |||||||
| 0270 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,752.15 | 0.00 | |||
| SUBTOT | $182,768.68 |
$796,948.16 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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