|
Report_Id: 234214 Est NO 0010 |
Date:09/16/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 234214 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11300) Nicholson, Robert C | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 0 VC Code KY0028959 | |||||
| 3009 ATKINSON AVENUE, SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 08/24/2024 TO 09/06/2024 | ||||||
| Date Approved | 09/15/2024 | ||||||
| Primary Proj Number | 1105504212302 | ||||||
| Project No. | HSIP 4211(051) | ||||||
| Primary County | JACKSON | ||||||
| Name of Road | US HIGHWAY 421 (US 421) | ||||||
| Description | FROM 0.036 MILES NORTH OF KY 3446 EXTENDING NORTHWEST TO THE ROCKCASTLE COUNTY LINE | ||||||
| Date Let | 08/24/2023 | Formal Acceptance | |||||
| Date Awarded | 09/01/2023 | Date Work Began | |||||
| Date Contract Executed | 09/21/2023 | Open To Traffic | |||||
| Date NTP Issued | 09/21/2023 | Actual Completion Date | |||||
| Current Contract Amount | $2,766,500.75 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,766,500.75 |
Total Earnings | $1,007,794.64 |
$950,882.93 |
$56,911.71 |
|
| Percent Complete | 36.43 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,758,706.11 |
Gross Earnings | $1,007,794.64 |
$950,882.93 |
$56,911.71 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,007,794.64 |
$950,882.93 |
$56,911.71 |
|||
| Contract Id | 234214 | Change Order Summary |
County | JACKSON | ||||||
| Estimate Nbr | 0010 | Project Number | HSIP 4211(051) | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 08/24/2024 TO 09/06/2024 | |||||||
| 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 | 234214 | COMMONWEALTH OF KENTUCKY |
County | JACKSON | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | 1105504212302 | ||||||
| Estimate Nbr | 0010 | Period | 08/24/2024 TO 09/06/2024 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | 1105504212302 | Fed/State Project Number | HSIP 4211(051) | 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 | 1105504212302 | Fed/State Project Number | HSIP 4211(051) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 889.00 | 889.000 | 76.730 | 61.030 | 137.760 | 47.25 | 3,625.49 | 6,509.16 | |
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 25.00 | 25.000 | 22.830 | 22.830 | 47.25 | 1,078.71 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 951.00 | 951.000 | 51.060 | 51.060 | 44.00 | 2,246.64 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 60.66 | 60.660 | 0.000 | 0.000 | 238.00 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 7.51 | 7.510 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 27.00 | 27.000 | 0.000 | 0.000 | 182.00 | 0.00 | |||
| 0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 693.00 | 693.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0040 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 411.00 | 411.000 | 0.000 | 0.000 | 230.00 | 0.00 | |||
| 0045 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,000.00 | 0.00 | |||
| 0050 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 323.00 | 323.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0055 | HIGH FRICTION SURFACE TREATMENT | 23229EC | SQYD | 1,187.00 | 1,187.000 | 0.000 | 0.000 | 42.79 | 0.00 | |||
| 0060 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 9.40 | 9.400 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| Project | 1105504212302 | Fed/State Project Number | HSIP 4211(051) | Category | 0002 ROADWAY | |||||||
| 0065 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 111.00 | 111.000 | 0.000 | 0.000 | 15.75 | 0.00 | |||
| 0070 | TEMP DITCH | 02159 | LF | 19,661.00 | 19,661.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0075 | CLEAN TEMP DITCH | 02160 | LF | 9,830.00 | 9,830.000 | 907.000 | 907.000 | 0.01 | 9.07 | |||
| 0080 | GRANULAR EMBANKMENT | 02223 | CUYD | 14.30 | 14.300 | 14.300 | 14.300 | 100.00 | 1,430.00 | |||
| 0085 | DITCHING | 02237 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0090 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 175.00 | 175.000 | 0.000 | 0.000 | 47.25 | 0.00 | |||
| 0095 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0100 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,780.00 | 0.00 | |||
| 0105 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,470.00 | 0.00 | |||
| 0110 | REMOVE GUARDRAIL | 02381 | LF | 5,437.50 | 5,437.500 | 5,437.500 | 5,437.500 | 4.20 | 22,837.50 | |||
| 0115 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 0.30 | 0.300 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0120 | CHANNEL LINING CLASS II | 02483 | TON | 1,842.00 | 1,842.000 | 145.620 | 1,254.000 | 1,399.620 | 57.50 | 8,373.15 | 80,478.15 | |
| 0125 | CHANNEL LINING CLASS III | 02484 | TON | 20.00 | 20.000 | 19.980 | 19.980 | 85.00 | 1,698.30 | |||
| 0130 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 23.00 | 23.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0135 | MAINTAIN & CONTROL TRAFFIC (JACKSON US 421 HSIP) | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 283,560.00 | 70,890.00 | |||
| 0140 | EDGELINE RUMBLE STRIPS | 02697 | LF | 6,045.00 | 6,045.000 | 0.000 | 0.000 | 1.12 | 0.00 | |||
| 0145 | TEMP SILT FENCE | 02701 | LF | 19,661.00 | 19,661.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0150 | SILT TRAP TYPE A | 02703 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0155 | SILT TRAP TYPE B | 02704 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0160 | SILT TRAP TYPE C | 02705 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0165 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0170 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0175 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0180 | STAKING (JACKSON US 421 HSIP) | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 25,000.00 | 6,250.00 | |||
| 0185 | TRIM & REMOVE TREES & BRUSH | 03269 | LF | 16,015.00 | 16,015.000 | 13,943.000 | 13,943.000 | 14.00 | 195,202.00 | |||
| 0190 | EROSION CONTROL BLANKET | 05950 | SQYD | 10,000.00 | 10,000.000 | 1,244.440 | 3,744.440 | 4,988.880 | 1.84 | 2,289.76 | 9,179.53 | |
| 0195 | TEMP MULCH | 05952 | SQYD | 87,815.00 | 87,815.000 | 2,420.000 | 2,420.000 | 0.26 | 629.20 | |||
| 0200 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 65,534.00 | 65,534.000 | 5,400.000 | 5,400.000 | 0.27 | 1,458.00 | |||
| 0205 | INITIAL FERTILIZER | 05963 | TON | 4.00 | 4.000 | 0.050 | 0.050 | 1,155.00 | 57.75 | |||
| 0210 | MAINTENANCE FERTILIZER | 05964 | TON | 6.80 | 6.800 | 0.000 | 0.000 | 1,155.00 | 0.00 | |||
| 0215 | SEEDING AND PROTECTION | 05985 | SQYD | 131,067.00 | 131,067.000 | 1,200.000 | 0.000 | 1,200.000 | 0.50 | 600.00 | 600.00 | |
| 0220 | AGRICULTURAL LIMESTONE | 05992 | TON | 81.20 | 81.200 | 0.000 | 0.000 | 131.25 | 0.00 | |||
| 0225 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 12,000.00 | 12,000.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0230 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 290.00 | 290.000 | 0.000 | 0.000 | 10.50 | 0.00 | |||
| 0235 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 291.00 | 291.000 | 0.000 | 0.000 | 7.35 | 0.00 | |||
| 0240 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 5,273.75 | 5,273.750 | 0.000 | 0.000 | 34.13 | 0.00 | |||
| 0245 | CONCRETE ISLAND | 24651ED | SQYD | 8.00 | 8.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0250 | PAVE STRIPING-SPRAY THERMO-6 IN W | 24995EC | LF | 85,840.00 | 85,840.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 0255 | PAVE STRIPING-SPRAY THERMO-6 IN Y | 24996EC | LF | 73,291.00 | 73,291.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 0260 | ROADSIDE REGRADING | 26175EC | LF | 8,762.00 | 8,762.000 | 1,003.000 | 7,178.000 | 8,181.000 | 26.10 | 26,178.30 | 213,524.10 | |
| Project | 1105504212302 | Fed/State Project Number | HSIP 4211(051) | Category | 0003 DRAINAGE | |||||||
| 0265 | CULVERT PIPE-15 IN | 00461 | LF | 11.00 | 11.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0270 | CULVERT PIPE-18 IN | 00462 | LF | 363.00 | 363.000 | 51.000 | 284.000 | 335.000 | 255.00 | 13,005.00 | 85,425.00 | |
| 0275 | CULVERT PIPE-24 IN | 00464 | LF | 295.00 | 295.000 | 315.000 | 315.000 | 300.00 | 94,500.00 | |||
| 0280 | CULVERT PIPE-60 IN | 00472 | LF | 88.50 | 88.500 | 88.500 | 88.500 | 675.00 | 59,737.50 | |||
| 0285 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | LF | 1,450.00 | 1,450.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
| 0290 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 130.00 | 130.000 | 0.000 | 0.000 | 25.50 | 0.00 | |||
| 0295 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0300 | REMOVE PIPE | 01310 | LF | 323.00 | 323.000 | 50.000 | 409.000 | 459.000 | 32.00 | 1,600.00 | 14,688.00 | |
| 0305 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 7,445.00 | 7,445.00 | |||
| 0310 | JUNCTION BOX | 01650 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0315 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 5,900.00 | 0.00 | |||
| 0320 | SAFETY BOX INLET-24 IN SDB-1 | 01727 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 5,975.00 | 0.00 | |||
| 0325 | SAFETY BOX INLET-18 IN DBL SDB-5 | 01728 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,375.00 | 0.00 | |||
| 0330 | SAFETY BOX INLET-24 IN DBL SDB-5 | 01729 | EACH | 7.00 | 7.000 | 3.000 | 3.000 | 8,375.00 | 25,125.00 | |||
| 0335 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 20.50 | 20.500 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0340 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 2,225.00 | 2,225.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0345 | REMOVE HEADWALL | 02625 | EACH | 59.00 | 59.000 | 2.000 | 50.000 | 52.000 | 620.00 | 1,240.00 | 32,240.00 | |
| 0350 | SAFELOADING | 02690 | CUYD | 5.40 | 5.400 | 0.000 | 0.000 | 725.00 | 0.00 | |||
| 0355 | CONCRETE-CLASS A | 08100 | CUYD | 74.60 | 74.600 | 0.000 | 0.000 | 1,675.00 | 0.00 | |||
| 0360 | STEEL REINFORCEMENT | 08150 | LB | 1,874.00 | 1,874.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
| 0365 | PIPELINE INSPECTION | 24814EC | LF | 679.00 | 679.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0370 | SLOPED AND MITERED HEADWALL-15 IN | 26130ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,250.00 | 4,250.00 | |||
| 0375 | SLOPED AND MITERED HEADWALL-18 IN | 26131ED | EACH | 9.00 | 9.000 | 6.000 | 6.000 | 4,250.00 | 25,500.00 | |||
| 0380 | SLOPED AND MITERED HEADWALL-24 IN | 26132ED | EACH | 8.00 | 8.000 | 5.000 | 5.000 | 4,250.00 | 21,250.00 | |||
| Project | 1105504212302 | Fed/State Project Number | HSIP 4211(051) | Category | 0004 SIGNING | |||||||
| 0385 | TEMPORARY SIGNS | 02562 | SQFT | 470.00 | 470.000 | 213.000 | 213.000 | 12.00 | 2,556.00 | |||
| 0390 | DELINEATOR POSTS | 02567 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 89.25 | 0.00 | |||
| 0395 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,000.00 | 16,000.00 | |||
| 0400 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 117.00 | 117.000 | 0.000 | 0.000 | 36.75 | 0.00 | |||
| 0405 | STEEL POST TYPE 1 | 06410 | LF | 165.00 | 165.000 | 0.000 | 0.000 | 29.40 | 0.00 | |||
| 0410 | REMOVE SIGN | 21373ND | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 89.25 | 0.00 | |||
| 0415 | BARCODE SIGN INVENTORY | 24631EC | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 36.75 | 0.00 | |||
| Project | 1105504212302 | Fed/State Project Number | HSIP 4211(051) | Category | 0005 DEMOBILIZATION | |||||||
| 0420 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,885.00 | 0.00 | |||
| SUBTOT | $56,911.71 |
$1,007,794.62 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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