Report_Id: 234207 Est NO 0006 |
Date:10/16/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 234207 | Estimate Number | 0006 | Estimate Type | PROGRESS | ||
District Office | MANCHESTER (11340) Hoffman, David | ||||||
Contractor | THE ALLEN COMPANY INC | ADDR SN 0 VC Code KY0028959 | |||||
3009 ATKINSON AVENUE, SUITE 300 | |||||||
LEXINGTON , KY , 40509 | |||||||
Pay Period | 09/23/2023 TO 10/06/2023 | ||||||
Date Approved | 10/15/2023 | ||||||
Primary Proj Number | 1105504212301 | ||||||
Project No. | HSIP 4212(054) | ||||||
Primary County | JACKSON | ||||||
Name of Road | US HIGHWAY 421 (US 421) | ||||||
Description | FROM JUST NORTH THE INTERSECTION OF US 421 & KY 30 EXTENDING NORTH TO JUST SOUTH OF THE INTERSECTION OF US 421 & BRUMBAC | ||||||
Date Let | 05/25/2023 | Formal Acceptance | |||||
Date Awarded | 06/06/2023 | Date Work Began | 07/17/2023 | ||||
Date Contract Executed | 06/19/2023 | Open To Traffic | |||||
Date NTP Issued | 06/19/2023 | Actual Completion Date | |||||
Current Contract Amount | $1,289,801.13 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $1,289,801.13 |
Total Earnings | $577,631.03 |
$197,071.66 |
$380,559.37 |
|
Percent Complete | 44.78 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $712,170.10 |
Gross Earnings | $577,631.03 |
$197,071.66 |
$380,559.37 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $577,631.03 |
$197,071.66 |
$380,559.37 |
|||
Contract Id | 234207 | Change Order Summary |
County | JACKSON | ||||||
Estimate Nbr | 0006 | Project Number | HSIP 4212(054) | |||||||
Contractor | THE ALLEN COMPANY 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 | |||||
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 | 234207 | COMMONWEALTH OF KENTUCKY |
County | JACKSON | ||||||
Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | 1105504212301 | ||||||
Estimate Nbr | 0006 | Period | 09/23/2023 TO 10/06/2023 | |||||||
Contractor | THE ALLEN COMPANY INC | |||||||||
Project | 1105504212301 | Fed/State Project Number | HSIP 4212(054) | 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 | 1105504212301 | Fed/State Project Number | HSIP 4212(054) | Category | 0001 PAVING | |||||||
0005 | DGA BASE | 00001 | TON | 12.00 | 12.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 181.00 | 181.000 | 196.960 | 152.250 | 349.210 | 143.25 | 28,214.52 | 50,024.33 | |
0015 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 22.00 | 22.000 | 45.000 | 45.000 | 250.00 | 11,250.00 | |||
0020 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,619.00 | 3,619.000 | 2,670.440 | 0.000 | 2,670.440 | 128.65 | 343,552.10 | 343,552.10 | |
0025 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 16.99 | 16.990 | 0.000 | 0.000 | 720.00 | 0.00 | |||
0030 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,500.00 | 0.00 | |||
0035 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 130.00 | 130.000 | 97.560 | 0.000 | 97.560 | 20.00 | 1,951.20 | 1,951.20 | |
0040 | FUEL ADJUSTMENT | 10020NS | DOLL | 5,949.00 | 5,949.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0045 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 14,942.00 | 14,942.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
Project | 1105504212301 | Fed/State Project Number | HSIP 4212(054) | Category | 0002 ROADWAY | |||||||
0050 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 67.00 | 67.000 | 0.000 | 0.000 | 12.96 | 0.00 | |||
0055 | TEMP DITCH | 02159 | LF | 11,352.00 | 11,352.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
0060 | CLEAN TEMP DITCH | 02160 | LF | 5,676.00 | 5,676.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0065 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,152.45 | 3,152.450 | 0.000 | 0.000 | 32.13 | 0.00 | |||
0070 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 64.80 | 0.00 | |||
0075 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 75.60 | 0.00 | |||
0080 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,104.00 | 0.00 | |||
0085 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,944.00 | 0.00 | |||
0090 | REMOVE GUARDRAIL | 02381 | LF | 1,875.00 | 1,875.000 | 0.000 | 0.000 | 4.32 | 0.00 | |||
0095 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,320.00 | 0.00 | |||
0100 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 864.00 | 0.00 | |||
0105 | CHANNEL LINING CLASS II | 02483 | TON | 115.00 | 115.000 | 0.000 | 0.000 | 82.50 | 0.00 | |||
0110 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 263.00 | 263.000 | 416.660 | 416.660 | 3.24 | 1,349.97 | |||
0115 | MAINTAIN & CONTROL TRAFFIC (JACKSON US 421 HSIP) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 90,000.00 | 0.00 | |||
0120 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,850.00 | 0.00 | |||
0125 | EDGELINE RUMBLE STRIPS | 02697 | LF | 44,859.00 | 44,859.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
0130 | TEMP SILT FENCE | 02701 | LF | 11,352.00 | 11,352.000 | 0.000 | 0.000 | 0.05 | 0.00 | |||
0135 | SILT TRAP TYPE A | 02703 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0140 | SILT TRAP TYPE B | 02704 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0145 | SILT TRAP TYPE C | 02705 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0150 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
0155 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
0160 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
0165 | STAKING (JACKSON US 421 HSIP) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
0170 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
0175 | RAILROAD RAILS-DRILLED | 03234 | LF | 672.00 | 672.000 | 1,200.000 | 1,200.000 | 44.82 | 53,784.00 | |||
0180 | EXCAVATION AND BACKFILL | 03235 | CUYD | 533.00 | 533.000 | 222.780 | 222.780 | 70.20 | 15,639.15 | |||
0185 | CRIBBING | 03236 | SQFT | 1,600.00 | 1,600.000 | 905.000 | 905.000 | 11.88 | 10,751.40 | |||
0190 | TRIM & REMOVE TREES & BRUSH | 03269 | LF | 705.00 | 705.000 | 705.000 | 705.000 | 55.00 | 38,775.00 | |||
0195 | TEMP MULCH | 05952 | SQYD | 8,067.00 | 8,067.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
0200 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 6,050.00 | 6,050.000 | 0.000 | 0.000 | 0.33 | 0.00 | |||
0205 | INITIAL FERTILIZER | 05963 | TON | 0.63 | 0.630 | 0.000 | 0.000 | 1,296.00 | 0.00 | |||
0210 | MAINTENANCE FERTILIZER | 05964 | TON | 0.38 | 0.380 | 0.000 | 0.000 | 1,296.00 | 0.00 | |||
0215 | SEEDING AND PROTECTION | 05985 | SQYD | 12,100.00 | 12,100.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
0220 | AGRICULTURAL LIMESTONE | 05992 | TON | 7.50 | 7.500 | 0.000 | 0.000 | 156.60 | 0.00 | |||
0225 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 90,816.00 | 90,816.000 | 10,882.000 | 2,978.000 | 13,860.000 | 0.22 | 2,394.04 | 3,049.20 | |
0230 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 44,978.00 | 44,978.000 | 0.000 | 0.000 | 1.19 | 0.00 | |||
0235 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 41,817.00 | 41,817.000 | 0.000 | 0.000 | 1.19 | 0.00 | |||
0240 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 96.00 | 96.000 | 0.000 | 0.000 | 10.80 | 0.00 | |||
0245 | PAVE MARKING-THERMO CROSS-HATCH (X=12", Y=10') | 06569 | SQFT | 340.00 | 340.000 | 0.000 | 0.000 | 7.56 | 0.00 | |||
0250 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
0255 | CONCRETE-CLASS A | 08100 | CUYD | 1.13 | 1.130 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
0260 | GUARDRAIL-BRIDGE CASE I | 08805 | LF | 62.50 | 62.500 | 0.000 | 0.000 | 205.20 | 0.00 | |||
0265 | SHOULDER MILLING/TRENCHING | 20748ED | SQYD | 102.00 | 102.000 | 102.000 | 102.000 | 85.00 | 8,670.00 | |||
0270 | ROADSIDE REGRADING | 26175EC | LF | 1,093.00 | 1,093.000 | 150.000 | 971.000 | 1,121.000 | 20.65 | 3,097.50 | 23,148.65 | |
Project | 1105504212301 | Fed/State Project Number | HSIP 4212(054) | Category | 0003 DRAINAGE | |||||||
0275 | CULVERT PIPE-18 IN | 00462 | LF | 6.00 | 6.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
0280 | REMOVE PIPE | 01310 | LF | 4.00 | 4.000 | 3.000 | 0.000 | 3.000 | 200.00 | 600.00 | 600.00 | |
0285 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
0290 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 750.00 | 750.00 | 750.00 | |
Project | 1105504212301 | Fed/State Project Number | HSIP 4212(054) | Category | 0004 SIGNING | |||||||
0295 | TEMPORARY SIGNS | 02562 | SQFT | 300.00 | 300.000 | 274.000 | 274.000 | 14.00 | 3,836.00 | |||
0300 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 661.31 | 661.310 | 0.000 | 0.000 | 45.36 | 0.00 | |||
0305 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 5.56 | 5.560 | 0.000 | 0.000 | 45.36 | 0.00 | |||
0310 | STEEL POST TYPE 1 | 06410 | LF | 1,443.00 | 1,443.000 | 0.000 | 0.000 | 30.24 | 0.00 | |||
0315 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 432.00 | 0.00 | |||
0320 | REMOVE SIGN | 21373ND | EACH | 57.00 | 57.000 | 0.000 | 0.000 | 108.00 | 0.00 | |||
0325 | BARCODE SIGN INVENTORY | 24631EC | EACH | 180.00 | 180.000 | 0.000 | 0.000 | 43.20 | 0.00 | |||
Project | 1105504212301 | Fed/State Project Number | HSIP 4212(054) | Category | 0005 DEMOBILIZATION | |||||||
0330 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,755.00 | 0.00 | |||
SUBTOT | $380,559.36 |
$577,631.02 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |