|
Report_Id: 234102 Est NO 0003 |
Date:04/01/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 234102 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08340) Phelps, Lindsey B. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 0 VC Code KY0028959 | |||||
| 3009 ATKINSON AVENUE, SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 03/09/2024 TO 03/22/2024 | ||||||
| Date Approved | 04/01/2024 | ||||||
| Primary Proj Number | 0806900782301 | ||||||
| Project No. | HSIP 5180(029) | ||||||
| Primary County | LINCOLN | ||||||
| Name of Road | HUSTONVILLE RD (KY 78) | ||||||
| Description | FROM THE INTERSECTION OF US 127 & KY 78 TO THE INTERSECTION OF KY 300 (DANVILLE AVE) & KY 78 | ||||||
| Date Let | 06/22/2023 | Formal Acceptance | |||||
| Date Awarded | 06/30/2023 | Date Work Began | |||||
| Date Contract Executed | 08/09/2023 | Open To Traffic | |||||
| Date NTP Issued | 08/09/2023 | Actual Completion Date | |||||
| Current Contract Amount | $2,842,463.43 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,842,463.43 |
Total Earnings | $447,654.58 |
$258,749.30 |
$188,905.28 |
|
| Percent Complete | 15.75 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,394,808.85 |
Gross Earnings | $447,654.58 |
$258,749.30 |
$188,905.28 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $447,654.58 |
$258,749.30 |
$188,905.28 |
|||
| Contract Id | 234102 | Change Order Summary |
County | LINCOLN | ||||||
| Estimate Nbr | 0003 | Project Number | HSIP 5180(029) | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 03/09/2024 TO 03/22/2024 | |||||||
| 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 | 234102 | COMMONWEALTH OF KENTUCKY |
County | LINCOLN | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | 0806900782301 | ||||||
| Estimate Nbr | 0003 | Period | 03/09/2024 TO 03/22/2024 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | 0806900782301 | Fed/State Project Number | HSIP 5180(029) | 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 | 0806900782301 | Fed/State Project Number | HSIP 5180(029) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 3,407.00 | 3,407.000 | 335.770 | 0.000 | 335.770 | 42.25 | 14,186.28 | 14,186.28 | |
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 42.25 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 142.31 | 142.310 | 0.000 | 0.000 | 92.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 18.20 | 18.200 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 290.00 | 290.000 | 0.000 | 0.000 | 153.75 | 0.00 | |||
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 24.00 | 24.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 381.00 | 381.000 | 0.000 | 0.000 | 153.75 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0045 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0050 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 365.00 | 365.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| Project | 0806900782301 | Fed/State Project Number | HSIP 5180(029) | Category | 0002 ROADWAY | |||||||
| 0055 | TEMP DITCH | 02159 | LF | 7,940.00 | 7,940.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0060 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 199.09 | 0.00 | |||
| 0065 | CHANNEL LINING CLASS II | 02483 | TON | 392.00 | 392.000 | 22.910 | 22.910 | 88.85 | 2,035.55 | |||
| 0070 | TEMPORARY SIGNS | 02562 | SQFT | 250.00 | 250.000 | 529.000 | 0.000 | 529.000 | 15.00 | 7,935.00 | 7,935.00 | |
| 0075 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 60.00 | 60.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0080 | MAINTAIN & CONTROL TRAFFIC (LINCOLN KY 78 HSIP) | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 235,125.00 | 47,025.00 | |||
| 0085 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,500.00 | 15,000.00 | |||
| 0090 | TEMP SILT FENCE | 02701 | LF | 7,940.00 | 7,940.000 | 396.000 | 791.000 | 1,187.000 | 2.75 | 1,089.00 | 3,264.25 | |
| 0095 | SILT TRAP TYPE B | 02704 | EACH | 52.00 | 52.000 | 5.000 | 0.000 | 5.000 | 190.00 | 950.00 | 950.00 | |
| 0100 | SILT TRAP TYPE C | 02705 | EACH | 45.00 | 45.000 | 0.000 | 0.000 | 315.00 | 0.00 | |||
| 0105 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0110 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 45.00 | 45.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0115 | STAKING (LINCOLN KY 78 HSIP) | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 35,000.00 | 3,500.00 | |||
| 0120 | TRIM & REMOVE TREES & BRUSH | 03269 | LF | 6,565.00 | 6,565.000 | 915.000 | 7,371.000 | 8,286.000 | 19.25 | 17,613.75 | 159,505.50 | |
| 0125 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 470.00 | 470.000 | 0.000 | 0.000 | 0.53 | 0.00 | |||
| 0130 | INITIAL FERTILIZER | 05963 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1,603.07 | 0.00 | |||
| 0135 | MAINTENANCE FERTILIZER | 05964 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,603.06 | 0.00 | |||
| 0140 | SEEDING AND PROTECTION | 05985 | SQYD | 9,370.00 | 9,370.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0145 | AGRICULTURAL LIMESTONE | 05992 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 119.51 | 0.00 | |||
| 0150 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 569.00 | 569.000 | 0.000 | 0.000 | 43.78 | 0.00 | |||
| 0155 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 221.00 | 221.000 | 0.000 | 0.000 | 45.38 | 0.00 | |||
| 0160 | STEEL POST TYPE 1 | 06410 | LF | 1,585.00 | 1,585.000 | 0.000 | 0.000 | 31.06 | 0.00 | |||
| 0165 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 5,204.00 | 5,204.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0170 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 63.00 | 63.000 | 0.000 | 0.000 | 10.50 | 0.00 | |||
| 0175 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 2,602.00 | 2,602.000 | 0.000 | 0.000 | 3.15 | 0.00 | |||
| 0180 | REMOVE SIGN | 21373ND | EACH | 119.00 | 119.000 | 0.000 | 0.000 | 159.92 | 0.00 | |||
| 0185 | BARCODE SIGN INVENTORY | 24631EC | EACH | 170.00 | 170.000 | 0.000 | 0.000 | 39.65 | 0.00 | |||
| 0190 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 85.00 | 85.000 | 0.000 | 0.000 | 7.35 | 0.00 | |||
| 0195 | PAVE STRIPING-SPRAY THERMO-6 IN W | 24995EC | LF | 102,121.00 | 102,121.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0200 | PAVE STRIPING-SPRAY THERMO-6 IN Y | 24996EC | LF | 88,992.00 | 88,992.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0205 | ROADSIDE REGRADING | 26175EC | LF | 10,687.00 | 10,687.000 | 1,247.000 | 0.000 | 1,247.000 | 26.50 | 33,045.50 | 33,045.50 | |
| Project | 0806900782301 | Fed/State Project Number | HSIP 5180(029) | Category | 0003 DRAINAGE | |||||||
| 0210 | ENTRANCE PIPE-24 IN | 00443 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0215 | CULVERT PIPE-15 IN | 00461 | LF | 58.00 | 58.000 | 0.000 | 0.000 | 260.00 | 0.00 | |||
| 0220 | CULVERT PIPE-18 IN | 00462 | LF | 363.00 | 363.000 | 154.000 | 32.000 | 186.000 | 260.00 | 40,040.00 | 48,360.00 | |
| 0225 | CULVERT PIPE-24 IN | 00464 | LF | 298.00 | 298.000 | 64.000 | 72.000 | 136.000 | 308.00 | 19,712.00 | 41,888.00 | |
| 0230 | REMOVE PIPE | 01310 | LF | 270.00 | 270.000 | 72.000 | 28.000 | 100.000 | 32.00 | 2,304.00 | 3,200.00 | |
| 0235 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 7,175.00 | 0.00 | |||
| 0240 | DROP BOX INLET TYPE 12 | 01547 | LF | 18.00 | 18.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0245 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0250 | SAFETY BOX INLET-24 IN SDB-1 | 01727 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0255 | SAFETY BOX INLET-18 IN DBL SDB-5 | 01728 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,375.00 | 0.00 | |||
| 0260 | SAFETY BOX INLET-24 IN DBL SDB-5 | 01729 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,375.00 | 0.00 | |||
| 0265 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 5.00 | 5.000 | 0.000 | 0.000 | 875.00 | 0.00 | |||
| 0270 | REMOVE HEADWALL | 02625 | EACH | 65.00 | 65.000 | 17.000 | 6.000 | 23.000 | 620.00 | 10,540.00 | 14,260.00 | |
| 0275 | CLEAN PIPE STRUCTURE | 03262 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0280 | FOUNDATION PREPARATION (ST 172+37) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0285 | FOUNDATION PREPARATION (ST 207+75) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0290 | FOUNDATION PREPARATION (ST 346+61) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0295 | FOUNDATION PREPARATION (ST 604+44) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0300 | FOUNDATION PREPARATION (ST 613+74) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0305 | CONCRETE-CLASS A | 08100 | CUYD | 117.00 | 117.000 | 24.770 | 7.170 | 31.940 | 1,675.00 | 41,489.75 | 53,499.50 | |
| 0310 | STEEL REINFORCEMENT | 08150 | LB | 15,420.00 | 15,420.000 | 0.000 | 0.000 | 3.40 | 0.00 | |||
| 0315 | HEADWALL (SLOPED & MITERED CONCRETE - FOR 15 INCH | 24575ES610 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0320 | HEADWALL (SLOPED & MITERED CONCRETE - FOR 18 INCH | 24575ES610 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0325 | HEADWALL (SLOPED & MITERED CONCRETE - FOR 24 INCH | 24575ES610 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| Project | 0806900782301 | Fed/State Project Number | HSIP 5180(029) | Category | 0004 UTILITIES | |||||||
| 0330 | W METER ADJUST (STA. 350+83, STA. 352+01, STA. 364+02) | 14029 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0335 | W VALVE BOX ADJUST (4 INCH VALVE BOX-STA. 334+86) | 14113 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| Project | 0806900782301 | Fed/State Project Number | HSIP 5180(029) | Category | 0005 GUARDRAIL | |||||||
| 0340 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 225.00 | 225.000 | 0.000 | 0.000 | 14.34 | 0.00 | |||
| 0345 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 10,551.25 | 10,551.250 | 0.000 | 0.000 | 33.71 | 0.00 | |||
| 0350 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 83.83 | 0.00 | |||
| 0355 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 3,989.78 | 0.00 | |||
| 0360 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,913.31 | 0.00 | |||
| 0365 | GUARDRAIL CONNECTOR TO BRIDGE END TY C | 02377 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,073.04 | 0.00 | |||
| 0370 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,149.50 | 0.00 | |||
| 0375 | REMOVE GUARDRAIL | 02381 | LF | 11,987.50 | 11,987.500 | 0.000 | 0.000 | 2.97 | 0.00 | |||
| 0380 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,149.51 | 0.00 | |||
| Project | 0806900782301 | Fed/State Project Number | HSIP 5180(029) | Category | 0006 DEMOBILIZATION | |||||||
| 0385 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 42,010.00 | 0.00 | |||
| SUBTOT | $188,905.28 |
$447,654.58 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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