Report_Id: 234404 Est NO 0015 |
Date:03/04/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 234404 | Estimate Number | 0015 | 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 | 01/11/2024 TO 02/07/2024 | ||||||
Date Approved | 02/18/2024 | ||||||
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 | 12/29/2023 | ||||
Current Contract Amount | $4,205,231.11 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $3,242,364.50 |
Total Earnings | $4,130,492.57 |
$4,115,062.28 |
$15,430.29 |
|
Percent Complete | 98.22 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $74,738.54 |
Gross Earnings | $4,130,492.57 |
$4,115,062.28 |
$15,430.29 |
|
Total Change Orders | $962,866.61 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $4,130,492.57 |
$4,115,062.28 |
$15,430.29 |
|||
Contract Id | 234404 | Change Order Summary |
County | JESSAMINE | ||||||
Estimate Nbr | 0015 | Project Number | FD04 057 0068 000-005 | |||||||
Contractor | THE ALLEN COMPANY INC | Period | 01/11/2024 TO 02/07/2024 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Additional Cribbing | Approved | 11/13/2023 | $918,033.11 | 0.0 | |||||
002 | Guardrail End Treatment Swap | Approved | 08/22/2023 | $0.00 | 0.0 | |||||
003 | 234404 Change Order 003 - Signs | Approved | 12/14/2023 | $44,833.50 | 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 | 234404 | COMMONWEALTH OF KENTUCKY |
County | JESSAMINE | ||||||
Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | 0705700682201 | ||||||
Estimate Nbr | 0015 | Period | 01/11/2024 TO 02/07/2024 | |||||||
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 | 1,169.420 | 1,169.420 | 59.00 | 68,995.78 | |||
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 | 91.950 | 91.950 | 150.00 | 13,792.50 | |||
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 | 1,281.820 | 1,281.820 | 143.00 | 183,300.26 | |||
0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 440.00 | 440.000 | 414.100 | 414.100 | 135.00 | 55,903.50 | |||
0045 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,371.00 | 1,371.000 | 1,566.000 | 1,566.000 | 143.00 | 223,938.00 | |||
0050 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 4.00 | 4.000 | 3.230 | 3.230 | 850.00 | 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 | 110.870 | 110.870 | 32.00 | 3,547.84 | |||
8000 | EXCAVATION AND BACKFILL | 03235 | CUYD | 0.00 | 1,594.150 | 1,594.150 | 1,594.150 | 75.98 | 121,123.51 | |||
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 | 159.000 | 159.000 | 10.25 | 1,629.75 | |||
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 | 5.000 | 5.000 | 102.50 | 512.50 | |||
0090 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 4,100.00 | 32,800.00 | |||
0095 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,230.00 | 2,460.00 | |||
0100 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,050.00 | 2,050.00 | |||
0105 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 3,075.00 | 0.00 | |||
0110 | REMOVE GUARDRAIL | 02381 | LF | 8,388.00 | 8,388.000 | 7,187.500 | 7,187.500 | 2.05 | 14,734.37 | |||
0115 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,100.00 | 8,200.00 | |||
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 | 1,314.180 | 1,314.180 | 39.75 | 52,238.65 | |||
0130 | TEMPORARY SIGNS | 02562 | SQFT | 800.00 | 800.000 | 245.000 | 245.000 | 14.00 | 3,430.00 | |||
0135 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 1,809.00 | 1,809.000 | 2,552.260 | 2,552.260 | 5.00 | 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 | 1.000 | 1.000 | 220,000.00 | 220,000.00 | |||
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 | 16,642.000 | 16,642.000 | 0.37 | 6,157.54 | |||
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 | 0.750 | 0.750 | 45,000.00 | 33,750.00 | |||
0200 | RAILROAD RAILS-DRILLED | 03234 | LF | 3,856.00 | 14,501.500 | 14,581.500 | 14,581.500 | 60.48 | 881,889.12 | |||
0205 | EXCAVATION AND BACKFILL | 03235 | CUYD | 87.00 | 0.000 | 0.000 | 0.000 | 256.25 | 0.00 | |||
0210 | CRIBBING | 03236 | SQFT | 5,123.00 | 14,093.000 | 14,093.000 | 14,093.000 | 19.55 | 275,518.15 | |||
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 | 7,350.000 | 7,350.000 | 0.01 | 73.50 | |||
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 | 1.250 | 1.250 | 1,730.00 | 2,162.50 | |||
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 | 14,464.000 | 14,464.000 | 0.15 | 2,169.60 | |||
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 | 5,710.000 | 5,710.000 | 0.42 | 2,398.20 | |||
0260 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 9,429.00 | 9,429.000 | 37,717.000 | 37,717.000 | 0.42 | 15,841.14 | |||
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 | 7,973.000 | 7,973.000 | 44.08 | 351,449.84 | |||
0275 | HIGH FRICTION SURFACE TREATMENT | 23229EC | SQYD | 1,088.00 | 1,088.000 | 1,270.920 | 1,270.920 | 45.10 | 57,318.49 | |||
0280 | ROCK REMOVAL | 23312EC | CUYD | 2,191.00 | 2,191.000 | 2,191.500 | 2,191.500 | 245.00 | 536,917.50 | |||
0285 | ROADSIDE REGRADING | 26175EC | LF | 27,055.00 | 27,055.000 | 25,605.000 | 25,605.000 | 9.65 | 247,088.25 | |||
8001 | GUARDRAIL CONNECTOR TO BRIDGE END TY C | 02377 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,075.00 | 3,075.00 | |||
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 | 106.000 | 106.000 | 86.50 | 9,169.00 | |||
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 | 420.000 | 420.000 | 210.00 | 88,200.00 | |||
0305 | CULVERT PIPE-24 IN | 00464 | LF | 27.00 | 27.000 | 15.000 | 15.000 | 210.00 | 3,150.00 | |||
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 | 6.000 | 6.000 | 600.00 | 3,600.00 | |||
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 | 16.000 | 0.000 | 16.000 | 205.00 | 3,280.00 | 3,280.00 | |
0360 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 62.00 | 728.000 | 11.190 | 746.700 | 757.890 | 41.00 | 458.79 | 31,073.49 | |
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 | 744.000 | 615.500 | 615.500 | 30.75 | 18,926.62 | |||
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 | 2.000 | 0.000 | 2.000 | 102.50 | 205.00 | 205.00 | |
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 | 2.000 | 172.000 | 174.000 | 30.75 | 61.50 | 5,350.50 | |
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 | 0.250 | 0.000 | 0.250 | 45,700.00 | 11,425.00 | 11,425.00 | |
SUBTOT | $15,430.29 |
$4,130,492.52 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |