|
Report_Id: 192220 Est NO 0006 |
Date:09/17/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 192220 | Estimate Number | 0006 | Estimate Type | PROGRESS | ||
| District Office | FLEMINGSBURG (09320) Gillum, Brian S. | ||||||
| Contractor | MOUNTAIN ENTERPRISES INC | ADDR SN 0 VC Code KY0034177 | |||||
| PO 13130 | |||||||
| LEXINGTON , KY , 40583-3130 | |||||||
| Pay Period | 08/27/2019 TO 09/09/2019 | ||||||
| Date Approved | 09/13/2019 | ||||||
| Primary Proj Number | MP02200091901 | ||||||
| Project No. | FD04 022 0009 000-019 | ||||||
| Primary County | CARTER | ||||||
| Name of Road | AA HIGHWAY (KY 9) | ||||||
| Description | FROM KY 1 EXTENDING NORTH TO LEWIS COUNTY LINE | ||||||
| Date Let | 05/24/2019 | Formal Acceptance | |||||
| Date Awarded | 05/31/2019 | Date Work Began | 06/21/2019 | ||||
| Date Contract Executed | 06/18/2019 | Open To Traffic | |||||
| Date NTP Issued | 06/18/2019 | Actual Completion Date | |||||
| Current Contract Amount | $8,920,998.65 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $8,779,498.90 |
Total Earnings | $7,596,209.09 |
$7,551,391.04 |
$44,818.05 |
|
| Percent Complete | 85.15 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,324,789.56 |
Gross Earnings | $7,596,209.09 |
$7,551,391.04 |
$44,818.05 |
|
| Total Change Orders | $141,499.75 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $7,596,209.09 |
$7,551,391.04 |
$44,818.05 |
|||
| Contract Id | 192220 | Change Order Summary |
County | CARTER | ||||||
| Estimate Nbr | 0006 | Project Number | FD04 022 0009 000-019 | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | Period | 08/27/2019 TO 09/09/2019 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | ECB and Wet Reflect Stripe | Approved | 09/17/2019 | $141,499.75 | 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 | 192220 | COMMONWEALTH OF KENTUCKY |
County | CARTER | ||||||
| Contract Type | ASRS ASPHALT RESURFACING | TRANSPORTATION CABINET |
Primary Project Number | MP02200091901 | ||||||
| Estimate Nbr | 0006 | Period | 08/27/2019 TO 09/09/2019 | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | |||||||||
| Project | MP02200091901 | Fed/State Project Number | FD04 022 0009 000-019 | 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 | MP02200091901 | Fed/State Project Number | FD04 022 0009 000-019 | Category | 0010 MAINTAIN & CONTROL TRAFFIC | |||||||
| 0025 | TEMPORARY SIGNS | 02562 | SQFT | 630.00 | 630.000 | 277.500 | 277.500 | 9.00 | 2,497.50 | |||
| 0030 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 229,250.00 | 206,325.00 | |||
| 0175 | ARROW PANEL | 02775 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,525.00 | 0.00 | |||
| 0180 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,550.00 | 14,200.00 | |||
| Project | MP02200091901 | Fed/State Project Number | FD04 022 0009 000-019 | Category | 0020 SHOULDER REPAIR | |||||||
| 0035 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,400.00 | 1,400.000 | 1,370.000 | 0.000 | 1,370.000 | 16.20 | 22,194.00 | 22,194.00 | |
| 0040 | FLUME INLET TYPE 2 | 01691 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,600.00 | 13,800.00 | |||
| 0045 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 1,400.00 | 1,400.000 | 1,028.000 | 1,028.000 | 45.00 | 46,260.00 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 (LIMESTONE) | 00078 | TON | 300.00 | 300.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 0055 | REMOVE GUARDRAIL | 02381 | LF | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 1.00 | 1,400.00 | |||
| 0060 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,950.00 | 1,950.00 | 1,950.00 | |
| 0065 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 40.50 | 40.50 | 40.50 | |
| 0070 | CHANNEL LINING CLASS II | 02483 | TON | 200.00 | 200.000 | 102.950 | 102.950 | 56.00 | 5,765.20 | |||
| 0185 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 15.00 | 15.000 | 14.000 | 0.000 | 14.000 | 8.25 | 115.50 | 115.50 | |
| Project | MP02200091901 | Fed/State Project Number | FD04 022 0009 000-019 | Category | 0025 DITCHING AND SHOULDERING | |||||||
| 0075 | DITCHING AND SHOULDERING | 02575 | LF | 96,423.00 | 96,423.000 | 96,423.000 | 96,423.000 | 4.30 | 414,618.90 | |||
| 8001 | EROSION CONTROL BLANKET | 05950 | SQYD | 0.00 | 65,000.000 | 0.000 | 0.000 | 1.19 | 0.00 | |||
| Project | MP02200091901 | Fed/State Project Number | FD04 022 0009 000-019 | Category | 0030 PAVING | |||||||
| 0005 | CL3 ASPH SURF 0.38B PG76-22 | 00387 | TON | 24,000.00 | 24,000.000 | 25,483.400 | 25,483.400 | 98.10 | 2,499,921.54 | |||
| 0010 | ASPHALT SCRATCH COURSE PG76-22 TYPE D POLISH- RESISTANT AGGREGATE | 00193 | TON | 13,775.00 | 13,775.000 | 13,349.110 | 13,349.110 | 92.80 | 1,238,797.40 | |||
| 0015 | LEVELING & WEDGING PG64-22 | 00190 | TON | 2,840.00 | 2,840.000 | 1,936.000 | 1,936.000 | 82.85 | 160,397.60 | |||
| 0020 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 25,925.00 | 25,925.000 | 24,970.470 | 24,970.470 | 81.50 | 2,035,093.30 | |||
| 0080 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,700.00 | 2,700.00 | |||
| 0085 | DGA BASE | 00001 | TON | 500.00 | 500.000 | 76.330 | 76.330 | 50.95 | 3,889.01 | |||
| 0090 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 62,660.00 | 62,660.000 | 59,473.070 | 59,473.070 | 12.40 | 737,466.06 | |||
| 0095 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 202,000.00 | 202,000.000 | 0.000 | 0.000 | 0.72 | 0.00 | |||
| 0100 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 101,825.00 | 0.000 | 0.000 | 0.000 | 0.72 | 0.00 | |||
| 0105 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 280.00 | 0.00 | |||
| 0110 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 677,750.00 | 677,750.000 | 53,985.000 | 864,066.000 | 918,051.000 | 0.13 | 7,018.05 | 119,346.63 | |
| 0115 | INLAID PAVEMENT MARKER | 24489EC | EACH | 2,930.00 | 2,930.000 | 0.000 | 0.000 | 25.25 | 0.00 | |||
| 0120 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 105.00 | 105.000 | 0.000 | 0.000 | 9.75 | 0.00 | |||
| 0125 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0130 | PAVE MARKING-THERMO CROSS-HATCH (YELLOW) | 06569 | SQFT | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
| 0135 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 96,000.00 | 96,000.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0140 | SHOULDER RUMBLE STRIPS | 02696 | LF | 192,000.00 | 192,000.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0145 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 1,730.00 | 1,730.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
| 0150 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 700.00 | 700.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
| 0155 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 350.00 | 350.000 | 225.000 | 0.000 | 225.000 | 60.00 | 13,500.00 | 13,500.00 | |
| 0160 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 260,145.00 | 260,145.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0165 | FUEL ADJUSTMENT | 10020NS | DOLL | 103,575.00 | 103,575.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0190 | ASPHALT MATERIAL FOR TACK (ADDED: 5-22-19) | 00356 | TON | 408.00 | 408.000 | 105.530 | 105.530 | 530.00 | 55,930.90 | |||
| 8002 | PAVE STRIPING-THERMO-6 IN Y-WET REFLECT | 25009EC | LF | 0.00 | 101,825.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| Project | MP02200091901 | Fed/State Project Number | FD04 022 0009 000-019 | Category | 0040 DEMOBILIZATION | |||||||
| 0170 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 129,810.00 | 0.00 | |||
| SUBTOT | $44,818.05 |
$7,596,209.06 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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