|
Report_Id: 184005 Est NO 0013 |
Date:10/30/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 184005 | Estimate Number | 0013 | Estimate Type | PROGRESS | ||
| District Office | FLEMINGSBURG (09360) Dean, Paul J. | ||||||
| Contractor | MOUNTAIN ENTERPRISES INC | ADDR SN 0 VC Code KY0034177 | |||||
| PO 13130 | |||||||
| LEXINGTON , KY , 40583-3130 | |||||||
| Pay Period | 09/21/2019 TO 10/04/2019 | ||||||
| Date Approved | 10/14/2019 | ||||||
| Primary Proj Number | 0904500021801 | ||||||
| Project No. | HSIP 5239 (022) | ||||||
| Primary County | GREENUP | ||||||
| Name of Road | KY HWY 2 (KY 2) | ||||||
| Description | FROM THE BRIDGE OVER THE LITTLE SANDY RIVER EXTENDING NORTHE AST TO US 23 | ||||||
| Date Let | 09/21/2018 | Formal Acceptance | |||||
| Date Awarded | 09/27/2018 | Date Work Began | 02/28/2019 | ||||
| Date Contract Executed | 10/30/2018 | Open To Traffic | |||||
| Date NTP Issued | 10/30/2018 | Actual Completion Date | |||||
| Current Contract Amount | $2,018,845.64 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,018,845.64 |
Total Earnings | $1,240,007.84 |
$1,142,674.03 |
$97,333.81 |
|
| Percent Complete | 61.42 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $778,837.80 |
Gross Earnings | $1,240,007.84 |
$1,142,674.03 |
$97,333.81 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,240,007.84 |
$1,142,674.03 |
$97,333.81 |
|||
| Contract Id | 184005 | Change Order Summary |
County | GREENUP | ||||||
| Estimate Nbr | 0013 | Project Number | HSIP 5239 (022) | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | Period | 09/21/2019 TO 10/04/2019 | |||||||
| 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 | 184005 | COMMONWEALTH OF KENTUCKY |
County | GREENUP | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | 0904500021801 | ||||||
| Estimate Nbr | 0013 | Period | 09/21/2019 TO 10/04/2019 | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | |||||||||
| Project | 0904500021801 | Fed/State Project Number | HSIP 5239 (022) | 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 | 0904500021801 | Fed/State Project Number | HSIP 5239 (022) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 2,876.00 | 2,876.000 | 2,078.700 | 331.840 | 2,410.540 | 39.70 | 82,524.39 | 95,698.43 | |
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 33.00 | 33.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 260.00 | 260.000 | 0.000 | 0.000 | 106.50 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 33.00 | 33.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 425.00 | 425.000 | 682.580 | 682.580 | 98.90 | 67,507.16 | |||
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,832.00 | 2,832.000 | 79.450 | 2,221.460 | 2,300.910 | 96.70 | 7,682.81 | 222,497.99 | |
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,559.00 | 3,559.000 | 0.000 | 0.000 | 98.90 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 35.00 | 35.000 | 3.214 | 3.214 | 645.00 | 2,073.03 | |||
| 0045 | MOBILIZATION FOR MILL & TEXT (GREENUP KY 2) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0050 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 131.00 | 131.000 | 129.070 | 129.070 | 210.00 | 27,104.70 | |||
| Project | 0904500021801 | Fed/State Project Number | HSIP 5239 (022) | Category | 0002 ROADWAY | |||||||
| 0055 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 354.00 | 354.000 | 0.000 | 0.000 | 8.10 | 0.00 | |||
| 0060 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 149.75 | 599.00 | |||
| 0065 | JPC PAVEMENT-8 IN | 02084 | SQYD | 111.00 | 111.000 | 25.430 | 25.430 | 135.00 | 3,433.05 | |||
| 0070 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 50.50 | 0.00 | |||
| 0075 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,625.00 | 0.00 | |||
| 0080 | REMOVE GUARDRAIL | 02381 | LF | 7,790.00 | 7,790.000 | 1,387.500 | 1,500.000 | 2,887.500 | 1.60 | 2,220.00 | 4,620.00 | |
| 0085 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 51.00 | 0.00 | |||
| 0090 | REMOVE TREES OR STUMPS | 02460 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0095 | CHANNEL LINING CLASS II | 02483 | TON | 1,808.00 | 1,808.000 | 3,001.650 | 3,001.650 | 36.80 | 110,460.72 | |||
| 0100 | TEMPORARY SIGNS | 02562 | SQFT | 225.00 | 225.000 | 178.000 | 178.000 | 10.20 | 1,815.60 | |||
| 0105 | DITCHING AND SHOULDERING | 02575 | LF | 18,800.00 | 18,800.000 | 140.000 | 18,236.000 | 18,376.000 | 4.69 | 656.60 | 86,183.44 | |
| 0110 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 4,443.00 | 4,443.000 | 3,660.130 | 3,660.130 | 2.00 | 7,320.26 | |||
| 0115 | MAINTAIN & CONTROL TRAFFIC (GREENUP KY 2) | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.650 | 0.700 | 85,000.00 | 4,250.00 | 59,500.00 | |
| 0120 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,850.00 | 7,700.00 | |||
| 0125 | EDGELINE RUMBLE STRIPS | 02697 | LF | 41,680.00 | 41,680.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0130 | TEMP SILT FENCE | 02701 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.65 | 0.00 | |||
| 0135 | SILT TRAP TYPE B | 02704 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 318.00 | 1,590.00 | |||
| 0140 | SILT TRAP TYPE C | 02705 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 315.00 | 1,260.00 | |||
| 0145 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 23.35 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 23.35 | 0.00 | |||
| 0155 | STAKING (GREENUP KY 2) | 02726 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 12,250.00 | 9,187.50 | |||
| 0160 | RAILROAD RAILS-DRILLED | 03234 | LF | 15,880.00 | 15,880.000 | 13,920.000 | 13,920.000 | 18.90 | 263,088.00 | |||
| 0165 | EXCAVATION AND BACKFILL | 03235 | CUYD | 263.00 | 263.000 | 1,044.250 | 1,044.250 | 55.25 | 57,694.81 | |||
| 0170 | CRIBBING | 03236 | SQFT | 5,875.00 | 5,875.000 | 6,584.850 | 6,584.850 | 4.15 | 27,327.12 | |||
| 0175 | TRIM & REMOVE TREES & BRUSH | 03269 | LF | 2,450.00 | 2,450.000 | 2,450.000 | 2,450.000 | 17.80 | 43,610.00 | |||
| 0180 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,000.00 | 2,000.000 | 3,260.990 | 3,260.990 | 1.00 | 3,260.99 | |||
| 0185 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 708.78 | 708.780 | 0.000 | 0.000 | 14.10 | 0.00 | |||
| 0190 | STEEL POST TYPE 1 | 06410 | LF | 1,545.80 | 1,545.800 | 0.000 | 0.000 | 7.05 | 0.00 | |||
| 0195 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 40,000.00 | 40,000.000 | 25,900.000 | 25,900.000 | 0.15 | 3,885.00 | |||
| 0200 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 83,680.00 | 83,680.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0205 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 18.00 | 18.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0210 | FUEL ADJUSTMENT | 10020NS | DOLL | 12,140.00 | 12,140.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0215 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 30,491.00 | 30,491.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0220 | REMOVE SIGN | 21373ND | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 10.10 | 0.00 | |||
| 0225 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 7,400.00 | 7,400.000 | 0.000 | 0.000 | 17.50 | 0.00 | |||
| 0230 | GROUT | 23911EC | CUYD | 100.00 | 100.000 | 99.000 | 99.000 | 265.60 | 26,294.40 | |||
| 0235 | BARCODE SIGN INVENTORY | 24631EC | EACH | 152.00 | 152.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 8000 | ROADWAY EXCAVATION ( SLIDE REPAIRS ) | 02200 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 20.50 | 0.00 | |||
| 8001 | STAKING ( SLIDE REPAIRS ) | 02726 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 8002 | EROSION CONTROL BLANKET ( SLIDE REPAIRS ) | 40032 | SQYD | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8003 | FABRIC-GEOTEXTILE TYPE IV ( SLIDE REPAIRS ) | 02599 | SQYD | 0.00 | 0.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 8004 | MAINTAIN & CONTROL TRAFFIC ( SLIDE REPAIRS ) | 21741NC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 8005 | CHANNEL LINING CLASS II ( SLIDE REPAIRS ) | 02483 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 36.80 | 0.00 | |||
| 8006 | CLEARING AND GRUBBING ( SLIDE REPAIRS ) | 02545 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 8,800.00 | 0.00 | |||
| Project | 0904500021801 | Fed/State Project Number | HSIP 5239 (022) | Category | 0003 DRAINAGE | |||||||
| 0240 | ENTRANCE PIPE-15 IN | 00440 | LF | 36.00 | 36.000 | 36.000 | 36.000 | 100.00 | 3,600.00 | |||
| 0245 | CULVERT PIPE-18 IN | 00462 | LF | 42.00 | 42.000 | 42.000 | 42.000 | 121.00 | 5,082.00 | |||
| 0250 | CULVERT PIPE-24 IN | 00464 | LF | 9.00 | 9.000 | 9.000 | 9.000 | 155.60 | 1,400.40 | |||
| 0255 | CULVERT PIPE-48 IN | 00470 | LF | 4.00 | 4.000 | 4.000 | 4.000 | 307.05 | 1,228.20 | |||
| 0260 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,180.00 | 3,180.00 | |||
| 0265 | REMOVE PIPE | 01310 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0270 | TRENCH DRAIN (CONCRETE WITH GRATE) | 22766ED | LF | 297.00 | 297.000 | 234.000 | 234.000 | 334.00 | 78,156.00 | |||
| 0275 | HEADWALL (SLOPED & MITERED CONCRETE-FOR 18 INCH | 24575ES610 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,225.00 | 2,225.00 | |||
| 0280 | HEADWALL (SLOPED & MITERED CONCRETE-FOR 24 INCH | 24575ES610 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,425.00 | 2,425.00 | |||
| Project | 0904500021801 | Fed/State Project Number | HSIP 5239 (022) | Category | 0004 DEMOBILIZATION | |||||||
| 0285 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 29,835.00 | 0.00 | |||
| SUBTOT | $97,333.80 |
$1,240,007.82 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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