|
Report_Id: 234404 Est NO 0008 |
Date:08/07/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 234404 | Estimate Number | 0008 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07300) Withrow, Joshua B. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 0 VC Code KY0028959 | |||||
| 3009 ATKINSON AVENUE, SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 07/01/2023 TO 07/12/2023 | ||||||
| Date Approved | 07/23/2023 | ||||||
| Primary Proj Number | 0705700682201 | ||||||
| Project No. | FD04 057 0068 000-005 | ||||||
| Primary County | JESSAMINE | ||||||
| Name of Road | HARRODSBURG ROAD (US 68) | ||||||
| Description | FROM THE KENTUCKY RIVER IN JESSAMINE COUNTY EXTENDING NORTHE AST 4.807 MILES TO THE KY 29 INTERSECTION. | ||||||
| Date Let | 01/26/2023 | Formal Acceptance | |||||
| Date Awarded | 02/06/2023 | Date Work Began | 03/28/2023 | ||||
| Date Contract Executed | 02/15/2023 | Open To Traffic | |||||
| Date NTP Issued | 02/15/2023 | Actual Completion Date | |||||
| Current Contract Amount | $3,242,364.50 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,242,364.50 |
Total Earnings | $3,176,653.63 |
$2,817,545.33 |
$359,108.30 |
|
| Percent Complete | 97.97 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $65,710.87 |
Gross Earnings | $3,176,653.63 |
$2,817,545.33 |
$359,108.30 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,176,653.63 |
$2,817,545.33 |
$359,108.30 |
|||
| Contract Id | 234404 | Change Order Summary |
County | JESSAMINE | ||||||
| Estimate Nbr | 0008 | Project Number | FD04 057 0068 000-005 | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 07/01/2023 TO 07/12/2023 | |||||||
| 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 | 234404 | COMMONWEALTH OF KENTUCKY |
County | JESSAMINE | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | 0705700682201 | ||||||
| Estimate Nbr | 0008 | Period | 07/01/2023 TO 07/12/2023 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | 0705700682201 | Fed/State Project Number | FD04 057 0068 000-005 | 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 | 0705700682201 | Fed/State Project Number | FD04 057 0068 000-005 | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 638.00 | 638.000 | 579.040 | 0.000 | 579.040 | 59.00 | 34,163.36 | 34,163.36 | |
| 0010 | CRUSHED STONE BASE | 00003 | TON | 69.00 | 69.000 | 74.140 | 74.140 | 59.00 | 4,374.26 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 297.00 | 297.000 | 594.960 | 594.960 | 50.00 | 29,748.00 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 306.00 | 306.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | TON | 70.00 | 70.000 | 70.860 | 0.000 | 70.860 | 150.00 | 10,629.00 | 10,629.00 | |
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 995.00 | 0.00 | |||
| 0035 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,039.00 | 1,039.000 | 192.980 | 192.980 | 143.00 | 27,596.14 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 440.00 | 440.000 | 1,325.600 | 1,325.600 | 135.00 | 178,956.00 | |||
| 0045 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,371.00 | 1,371.000 | 1,336.710 | 0.000 | 1,336.710 | 143.00 | 191,149.53 | 191,149.53 | |
| 0050 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 4.00 | 4.000 | 3.230 | 0.000 | 3.230 | 850.00 | 2,745.50 | 2,745.50 | |
| 0055 | MOBILIZATION FOR MILL & TEXT (JESSAMINE US 68) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0060 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,295.00 | 1,295.000 | 58.990 | 58.990 | 32.00 | 1,887.68 | |||
| 8000 | EXCAVATION AND BACKFILL | 03235 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 74.12 | 0.00 | |||
| Project | 0705700682201 | Fed/State Project Number | FD04 057 0068 000-005 | Category | 0002 ROADWAY | |||||||
| 0065 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 169.00 | 169.000 | 153.000 | 0.000 | 153.000 | 10.25 | 1,568.25 | 1,568.25 | |
| 0070 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0075 | TEMP DITCH | 02159 | LF | 12,690.00 | 12,690.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0080 | CLEAN TEMP DITCH | 02160 | LF | 6,345.00 | 6,345.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0085 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 3.000 | 0.000 | 3.000 | 102.50 | 307.50 | 307.50 | |
| 0090 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 8.00 | 8.000 | 1.000 | 0.000 | 1.000 | 4,100.00 | 4,100.00 | 4,100.00 | |
| 0095 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 1,230.00 | 2,460.00 | 2,460.00 | |
| 0100 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,050.00 | 0.00 | |||
| 0105 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,075.00 | 0.00 | |||
| 0110 | REMOVE GUARDRAIL | 02381 | LF | 8,388.00 | 8,388.000 | 6,487.500 | 6,487.500 | 2.05 | 13,299.37 | |||
| 0115 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,100.00 | 0.00 | |||
| 0120 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 99.00 | 99.000 | 118.000 | 118.000 | 46.13 | 5,443.34 | |||
| 0125 | CHANNEL LINING CLASS II | 02483 | TON | 2,567.00 | 2,567.000 | 241.960 | 867.530 | 1,109.490 | 39.75 | 9,617.91 | 44,102.22 | |
| 0130 | TEMPORARY SIGNS | 02562 | SQFT | 800.00 | 800.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0135 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 1,809.00 | 1,809.000 | 79.000 | 2,473.260 | 2,552.260 | 5.00 | 395.00 | 12,761.30 | |
| 0140 | RETAINING WALL-GABION | 02610 | CUYD | 27.00 | 27.000 | 0.000 | 0.000 | 340.00 | 0.00 | |||
| 0145 | MAINTAIN & CONTROL TRAFFIC (JESSAMINE US 68) | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 220,000.00 | 55,000.00 | |||
| 0150 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 7,500.00 | 45,000.00 | |||
| 0155 | EDGELINE RUMBLE STRIPS | 02697 | LF | 15,079.00 | 15,079.000 | 14,338.000 | 0.000 | 14,338.000 | 0.37 | 5,305.06 | 5,305.06 | |
| 0160 | TEMP SILT FENCE | 02701 | LF | 12,690.00 | 12,690.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0165 | SILT TRAP TYPE A | 02703 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0170 | SILT TRAP TYPE B | 02704 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0175 | SILT TRAP TYPE C | 02705 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0180 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0185 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0190 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0195 | STAKING (JESSAMINE US 68) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 45,000.00 | 0.00 | |||
| 0200 | RAILROAD RAILS-DRILLED | 03234 | LF | 3,856.00 | 3,856.000 | 14,701.160 | 14,701.160 | 60.48 | 889,126.15 | |||
| 0205 | EXCAVATION AND BACKFILL | 03235 | CUYD | 87.00 | 87.000 | 464.970 | 464.970 | 256.25 | 119,148.56 | |||
| 0210 | CRIBBING | 03236 | SQFT | 5,123.00 | 5,123.000 | 6,621.000 | 6,621.000 | 19.55 | 129,440.55 | |||
| 0215 | TRIM & REMOVE TREES & BRUSH | 03269 | LF | 10,710.00 | 10,710.000 | 10,710.000 | 10,710.000 | 15.50 | 166,005.00 | |||
| 0220 | EROSION CONTROL BLANKET | 05950 | SQYD | 14,100.00 | 14,100.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0225 | TEMP MULCH | 05952 | SQYD | 78,651.00 | 78,651.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0230 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 59,048.00 | 59,048.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0235 | INITIAL FERTILIZER | 05963 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 1,730.00 | 0.00 | |||
| 0240 | MAINTENANCE FERTILIZER | 05964 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 1,730.00 | 0.00 | |||
| 0245 | SEEDING AND PROTECTION | 05985 | SQYD | 41,954.00 | 41,954.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 0250 | AGRICULTURAL LIMESTONE | 05992 | TON | 36.00 | 36.000 | 0.000 | 0.000 | 180.95 | 0.00 | |||
| 0255 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 9,429.00 | 9,429.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 0260 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 9,429.00 | 9,429.000 | 30,580.000 | 0.000 | 30,580.000 | 0.42 | 12,843.60 | 12,843.60 | |
| 0265 | OBJECT MARKER TY 3 | 20191ED | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 205.00 | 0.00 | |||
| 0270 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 7,919.00 | 7,919.000 | 7,473.000 | 500.000 | 7,973.000 | 44.08 | 329,409.84 | 351,449.84 | |
| 0275 | HIGH FRICTION SURFACE TREATMENT | 23229EC | SQYD | 1,088.00 | 1,088.000 | 0.000 | 0.000 | 45.10 | 0.00 | |||
| 0280 | ROCK REMOVAL | 23312EC | CUYD | 2,191.00 | 2,191.000 | -1,095.500 | 2,627.000 | 1,531.500 | 245.00 | -268,397.50 | 375,217.50 | |
| 0285 | ROADSIDE REGRADING | 26175EC | LF | 27,055.00 | 27,055.000 | 4,425.000 | 6,266.800 | 10,691.800 | 9.65 | 42,701.25 | 103,175.87 | |
| Project | 0705700682201 | Fed/State Project Number | FD04 057 0068 000-005 | Category | 0003 DRAINAGE | |||||||
| 0290 | ENTRANCE PIPE-15 IN | 00440 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 86.50 | 0.00 | |||
| 0295 | ENTRANCE PIPE-18 IN | 00441 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 103.75 | 0.00 | |||
| 0300 | CULVERT PIPE-18 IN | 00462 | LF | 459.00 | 459.000 | 51.000 | 397.000 | 448.000 | 210.00 | 10,710.00 | 94,080.00 | |
| 0305 | CULVERT PIPE-24 IN | 00464 | LF | 27.00 | 27.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 0310 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0315 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 0320 | REMOVE PIPE | 01310 | LF | 136.00 | 136.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0325 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | EACH | 11.00 | 11.000 | 17.000 | 17.000 | 4,950.00 | 84,150.00 | |||
| 0330 | REMOVE HEADWALL | 02625 | EACH | 13.00 | 13.000 | -51.000 | 51.000 | 0.000 | 600.00 | -30,600.00 | 0.00 | |
| 0335 | CONCRETE-CLASS A (FOR PIPE END ANCHORS) | 08100 | CUYD | 2.00 | 2.000 | 1.600 | 1.600 | 1,200.00 | 1,920.00 | |||
| 0340 | HEADWALL (SLOPED & MITERED CONCRETE FOR 15 INCH P | 24575ES610 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0345 | HEADWALL (SLOPED & MITERED CONCRETE FOR 24 INCH P | 24575ES610 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0350 | HEADWALL (SLOPED & MITERED CONRETE FOR 18 INCH PI | 24575ES610 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 3,000.00 | 21,000.00 | |||
| Project | 0705700682201 | Fed/State Project Number | FD04 057 0068 000-005 | Category | 0004 SIGNING | |||||||
| 0355 | OBJECT MARKER TYPE 2 | 02565 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 205.00 | 0.00 | |||
| 0360 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 62.00 | 62.000 | 0.000 | 0.000 | 41.00 | 0.00 | |||
| 0365 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 17.00 | 17.000 | 0.000 | 0.000 | 41.00 | 0.00 | |||
| 0370 | STEEL POST TYPE 1 | 06410 | LF | 174.00 | 174.000 | 0.000 | 0.000 | 30.75 | 0.00 | |||
| 0375 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 1.25 | 1.250 | 0.000 | 0.000 | 1,025.00 | 0.00 | |||
| 0380 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 512.50 | 0.00 | |||
| 0385 | REMOVE SIGN | 21373ND | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 102.50 | 0.00 | |||
| 0390 | GMSS TYPE D | 21596ND | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 871.25 | 0.00 | |||
| 0395 | BARCODE SIGN INVENTORY | 24631EC | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 30.75 | 0.00 | |||
| Project | 0705700682201 | Fed/State Project Number | FD04 057 0068 000-005 | Category | 0005 DEMOBILIZATION | |||||||
| 0400 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0405 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 45,700.00 | 0.00 | |||
| SUBTOT | $359,108.30 |
$3,176,653.60 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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