|
Report_Id: 234109 Est NO 0006 |
Date:10/16/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 234109 | Estimate Number | 0006 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Hayes, Vincent | ||||||
| Contractor | MOUNTAIN ENTERPRISES INC | ADDR SN 0 VC Code KY0034177 | |||||
| PO 13130 | |||||||
| LEXINGTON , KY , 40583-3130 | |||||||
| Pay Period | 09/23/2023 TO 10/06/2023 | ||||||
| Date Approved | 10/15/2023 | ||||||
| Primary Proj Number | 120981972301 | ||||||
| Project No. | HSIP 5344 (009), FD05 098 0197 004-011 | ||||||
| Primary County | PIKE | ||||||
| Name of Road | VARIOUS PROJECTS IN DISTRICT 12 | ||||||
| Description | FROM THE INTERSECTION OF KY 197 AND BARTLEYTOWN ROAD EXTENDI NG EAST TO THE INTERSECTION OF KY 197 AND POND BRANCH ROAD | ||||||
| Date Let | 03/23/2023 | Formal Acceptance | |||||
| Date Awarded | 04/04/2023 | Date Work Began | 07/07/2023 | ||||
| Date Contract Executed | 04/19/2023 | Open To Traffic | |||||
| Date NTP Issued | 04/19/2023 | Actual Completion Date | |||||
| Current Contract Amount | $2,966,190.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,966,190.00 |
Total Earnings | $508,929.44 |
$463,233.24 |
$45,696.20 |
|
| Percent Complete | 17.16 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,457,260.56 |
Gross Earnings | $508,929.44 |
$463,233.24 |
$45,696.20 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $508,929.44 |
$463,233.24 |
$45,696.20 |
|||
| Contract Id | 234109 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0006 | Project Number | HSIP 5344 (009), FD05 098 0197 004-011 | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | Period | 09/23/2023 TO 10/06/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | ACBC, DBI Type I, Soil Nail | Pending | 0 | $836,326.25 | 60.0 | |||||
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 | 234109 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | 120981972301 | ||||||
| Estimate Nbr | 0006 | Period | 09/23/2023 TO 10/06/2023 | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | |||||||||
| Project | 120981972301 | Fed/State Project Number | HSIP 5344 (009) | Category | 0001 PAVING | |||||||
| 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 | |
| 0075 | LEVELING & WEDGING PG64-22 | 00190 | TON | 231.00 | 231.000 | 0.000 | 0.000 | 124.65 | 0.00 | |||
| 0080 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0085 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,778.00 | 1,778.000 | 0.000 | 0.000 | 124.65 | 0.00 | |||
| 0090 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 11.10 | 11.100 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0095 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0100 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,782.00 | 1,782.000 | 0.000 | 0.000 | 35.80 | 0.00 | |||
| Project | 120981972301 | Fed/State Project Number | HSIP 5344 (009) | Category | 0002 ROADWAY | |||||||
| 0105 | TEMP DITCH | 02159 | LF | 22,461.00 | 22,461.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0110 | CLEAN TEMP DITCH | 02160 | LF | 11,231.00 | 11,231.000 | 0.000 | 0.000 | 0.70 | 0.00 | |||
| 0115 | MAINTAIN & CONTROL TRAFFIC (PIKE KY 197 HSIP) | 02650 | LS | 1.00 | 1.000 | 0.150 | 0.000 | 0.150 | 50,000.00 | 7,500.00 | 7,500.00 | |
| 0120 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 9,860.00 | 0.00 | |||
| 0125 | TEMP SILT FENCE | 02701 | LF | 22,461.00 | 22,461.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0130 | SILT TRAP TYPE A | 02703 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 345.00 | 0.00 | |||
| 0135 | SILT TRAP TYPE B | 02704 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 345.00 | 0.00 | |||
| 0140 | SILT TRAP TYPE C | 02705 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 440.00 | 0.00 | |||
| 0145 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0155 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0160 | STAKING (PIKE KY 197 HSIP) | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.500 | 0.600 | 11,500.00 | 1,150.00 | 6,900.00 | |
| 0165 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0170 | TEMP MULCH | 05952 | SQYD | 30,976.00 | 30,976.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0175 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 23,232.00 | 23,232.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0180 | INITIAL FERTILIZER | 05963 | TON | 2.40 | 2.400 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0185 | MAINTENANCE FERTILIZER | 05964 | TON | 1.44 | 1.440 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0190 | SEEDING AND PROTECTION | 05985 | SQYD | 26,494.00 | 26,494.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0195 | AGRICULTURAL LIMESTONE | 05992 | TON | 28.80 | 28.800 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0200 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 42,230.00 | 42,230.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0205 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 101,016.00 | 101,016.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0210 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0215 | ROADSIDE REGRADING | 26175EC | LF | 15,953.00 | 15,953.000 | 1,948.000 | 10,765.000 | 12,713.000 | 10.65 | 20,746.20 | 135,393.45 | |
| 8000 | ALUMINUM STRUCTURAL PLATE BOX CULVERT | 20694EN | LF | 0.00 | 0.000 | 0.000 | 0.000 | 4,474.00 | 0.00 | |||
| 8008 | SOIL NAIL WALL MP 5.3 | 20603ED | SQFT | 0.00 | 0.000 | 0.000 | 0.000 | 177.59 | 0.00 | |||
| 8009 | SOIL NAIL WALL MP 5.1 | 20603ED | SQFT | 0.00 | 0.000 | 0.000 | 0.000 | 186.75 | 0.00 | |||
| Project | 120981972301 | Fed/State Project Number | HSIP 5344 (009) | Category | 0003 DRAINAGE | |||||||
| 0220 | CULVERT PIPE-18 IN | 00462 | LF | 108.00 | 108.000 | 111.500 | 111.500 | 310.00 | 34,565.00 | |||
| 0225 | CULVERT PIPE-24 IN | 00464 | LF | 117.00 | 117.000 | 121.000 | 121.000 | 375.00 | 45,375.00 | |||
| 0230 | REMOVE PIPE | 01310 | LF | 78.00 | 78.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0235 | CHANNEL LINING CLASS II | 02483 | TON | 170.00 | 170.000 | 46.790 | 46.790 | 57.50 | 2,690.42 | |||
| 0240 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 384.00 | 384.000 | 403.190 | 403.190 | 2.00 | 806.38 | |||
| 0245 | REMOVE HEADWALL | 02625 | EACH | 17.00 | 17.000 | 1.000 | 1.000 | 3,685.00 | 3,685.00 | |||
| 0250 | CLEAN PIPE STRUCTURE | 03262 | EACH | 12.00 | 12.000 | 7.000 | 13.000 | 20.000 | 1,120.00 | 7,840.00 | 22,400.00 | |
| 0255 | FOUNDATION PREPARATION (MP 10.91 - STA. 576+08) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 31,710.00 | 0.00 | |||
| 0260 | FOUNDATION PREPARATION (MP 12.72 - STA. 671+40) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 41,345.00 | 0.00 | |||
| 0265 | FOUNDATION PREPARATION (MP 14.02 - STA. 740+00) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 21,390.00 | 21,390.00 | |||
| 0270 | FOUNDATION PREPARATION (MP 14.43 - STA. 761+64) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,725.00 | 11,725.00 | |||
| 0275 | FOUNDATION PREPARATION (MP 14.57 - STA. 769+10) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,040.00 | 11,040.00 | |||
| 0280 | CONCRETE-CLASS A (CULVERTS) | 08100 | CUYD | 90.12 | 90.120 | 26.520 | 26.520 | 1,783.00 | 47,285.16 | |||
| 0285 | CONCRETE-CLASS A (FOR INTERMEDIATE ANCHOR/COLLAR) | 08100 | CUYD | 22.39 | 22.390 | 17.610 | 17.610 | 1,616.20 | 28,461.28 | |||
| 0290 | STEEL REINFORCEMENT (CULVERTS) | 08150 | LB | 24,119.00 | 24,119.000 | 7,168.460 | 7,168.460 | 3.10 | 22,222.22 | |||
| 0295 | CLEAN CULVERT (MP 10.91 - STA. 576+08) | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 22,630.00 | 0.00 | |||
| 0300 | CLEAN CULVERT (MP 12.72 - STA. 671+40) | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 29,740.00 | 0.00 | |||
| 0305 | CLEAN CULVERT (MP 14.02 - STA. 740+00) | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 22,630.00 | 0.00 | |||
| 0310 | CLEAN CULVERT (MP 14.43 - STA. 761+64) | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,525.00 | 0.00 | |||
| 0315 | CLEAN CULVERT (MP 14.57 - STA. 769+10) | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,525.00 | 0.00 | |||
| 0320 | SLOPED AND MITERED HEADWALL-18 IN | 26131ED | EACH | 7.00 | 7.000 | 2.000 | 5.000 | 7.000 | 4,230.00 | 8,460.00 | 29,610.00 | |
| 0325 | SLOPED AND MITERED HEADWALL-24 IN | 26132ED | EACH | 8.00 | 8.000 | 3.000 | 3.000 | 4,300.00 | 12,900.00 | |||
| 8001 | FOUNDATION PREPARATION MP 12.72 - Sta 671+40 | 08003 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 64,000.00 | 0.00 | |||
| 8002 | REMOVE STRUCTURE MP 12.72 - Sta 671+40 | 02731 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 42,000.00 | 0.00 | |||
| 8003 | BARRICADE-TYPE III MP 12.72 - Sta 671+40 | 02014 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| 8004 | DGA BASE MP 12.72 - Sta 671+40 | 00001 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 8010 | DROP BOX INLET TYPE 1 | 01490 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 6,400.00 | 0.00 | |||
| 8011 | SAFELOADING | 02690 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 505.00 | 0.00 | |||
| Project | 120981972301 | Fed/State Project Number | HSIP 5344 (009) | Category | 0004 SIGNING | |||||||
| 0330 | TEMPORARY SIGNS | 02562 | SQFT | 800.00 | 800.000 | 137.000 | 137.000 | 16.50 | 2,260.50 | |||
| 0335 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 1,709.19 | 1,709.190 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 0340 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 69.16 | 69.160 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0345 | STEEL POST TYPE 1 | 06410 | LF | 4,115.00 | 4,115.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0350 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0355 | REMOVE SIGN | 21373ND | EACH | 117.00 | 117.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0360 | BARCODE SIGN INVENTORY | 24631EC | EACH | 471.00 | 471.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | 120981972301 | Fed/State Project Number | HSIP 5344 (009) | Category | 0005 GUARDRAIL | |||||||
| 0365 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 81.00 | 81.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0370 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,858.75 | 3,858.750 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0375 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0380 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0385 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0390 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0395 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0400 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0405 | REMOVE GUARDRAIL | 02381 | LF | 3,583.00 | 3,583.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0410 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| Project | 120981972301 | Fed/State Project Number | HSIP 5344 (009) | Category | 0006 WATERLINE | |||||||
| 0415 | ENTRANCE PIPE-18 IN | 00441 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 159.00 | 0.00 | |||
| 0420 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 123.00 | 123.000 | 180.000 | 180.000 | 145.00 | 26,100.00 | |||
| 0425 | W TIE-IN 06 INCH | 14094 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,165.00 | 8,330.00 | |||
| 0430 | EXCAVATION TRENCH-ROCK | 23561EC | LF | 123.00 | 123.000 | 180.000 | 180.000 | 128.00 | 23,040.00 | |||
| 8005 | W AIR RELEASE VALVE SPECIAL | 14002 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 5,100.00 | 0.00 | |||
| 8006 | W VALVE CUT-IN 06 INCH | 14117 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 5,100.00 | 0.00 | |||
| 8007 | W VALVE CUT-IN 04 INCH | 14116 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 4,300.00 | 0.00 | |||
| Project | 120981972301 | Fed/State Project Number | HSIP 5344 (009) | Category | 0007 DEMOBILIZATION | |||||||
| 0435 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 22,150.00 | 0.00 | |||
| SUBTOT | $45,696.20 |
$503,679.42 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MP09801972201 | Fed/State Project Number | FD05 098 0197 004-011 | Category | 0001 PAVING | |||||||
| 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 | |
| 0005 | LEVELING & WEDGING PG64-22 | 00190 | TON | 700.00 | 700.000 | 0.000 | 0.000 | 124.65 | 0.00 | |||
| 0010 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 5,725.00 | 5,725.000 | 0.000 | 0.000 | 124.65 | 0.00 | |||
| 0015 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 51.00 | 51.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0020 | TEMPORARY SIGNS | 02562 | SQFT | 800.00 | 800.000 | 0.000 | 0.000 | 16.50 | 0.00 | |||
| 0025 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 10,500.00 | 5,250.00 | |||
| 0030 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0035 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 175.00 | 175.000 | 0.000 | 0.000 | 35.80 | 0.00 | |||
| 0040 | EDGELINE RUMBLE STRIPS | 02697 | LF | 67,000.00 | 67,000.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0045 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 30,000.00 | 30,000.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0050 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 134,000.00 | 134,000.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0055 | FUEL ADJUSTMENT | 10020NS | DOLL | 10,001.00 | 10,001.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0060 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 25,119.00 | 25,119.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0065 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 33,450.00 | 33,450.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| Project | MP09801972201 | Fed/State Project Number | FD05 098 0197 004-011 | Category | 0002 DEMOBILIZATION | |||||||
| 0070 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 22,150.00 | 0.00 | |||
| SUBTOT | $0.00 |
$508,929.42 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||