|
ContID 262198 EST NO 0001 |
Date:08/12/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 262198 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | ELIZABETHTOWN (04360) Filiatreau, Chad J. | ||||||
| Contractor | SCHNABEL FOUNDATION COMPANY | MARS ADDR SN 0 | |||||
| 21355 RIDGETOP CIR STE 250 | |||||||
| STERLING , VA , 20166 | |||||||
| Pay Period | 06/11/2026 TO 08/07/2026 | ||||||
| Date Approved | 08/11/2026 | ||||||
| Primary Proj Number | MP09000622601 | ||||||
| Project No. | FD52 090 0062 011-013 | ||||||
| Primary County | NELSON | ||||||
| Name of Road | BOSTON ROAD (US 62) | ||||||
| Description | FROM 0.196 MILES EAST OF HUBBARDS LANE EXTENDING EAST TO 380 FEET EAST OF SYMPSON LAKE SPILLWAY BRIDGE | ||||||
| Date Let | 05/21/2026 | Formal Acceptance | |||||
| Date Awarded | 05/27/2026 | Date Work Began | 07/28/2026 | ||||
| Date Contract Executed | 06/11/2026 | Open To Traffic | |||||
| Date NTP Issued | 06/11/2026 | Actual Completion Date | |||||
| Current Contract Amount | $21,992,077.21 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $21,992,077.21 |
Total Earnings | $592,788.00 |
$0.00 |
$592,788.00 |
|
| Percent Complete | 2.70 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $21,399,289.21 |
Gross Earnings | $592,788.00 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $592,788.00 |
$0.00 |
592,788.00 |
|||
| Contract Id | 262198 | Change Order Summary |
County | NELSON | ||||||
| Estimate Nbr | 0001 | Project Number | FD52 090 0062 011-013 | |||||||
| Contractor | SCHNABEL FOUNDATION COMPANY | Period | 06/11/2026 TO 08/07/2026 | |||||||
| 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 | 262198 | COMMONWEALTH OF KENTUCKY |
County | NELSON | ||||||
| Contract Type | GEOT GEOTECHNICAL | TRANSPORTATION CABINET |
Primary Project Number | MP09000622601 | ||||||
| Estimate Nbr | 0001 | Period | 06/11/2026 TO 08/07/2026 | |||||||
| Contractor | SCHNABEL FOUNDATION COMPANY | |||||||||
| Project | MP09000622601 | Fed/State Project Number | FD52 090 0062 011-013 | 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 | MP09000622601 | Fed/State Project Number | FD52 090 0062 011-013 | Category | 0001 ROADWAY | |||||||
| 0005 | CRUSHED AGGREGATE SIZE NO 2 (REVISED 5-19-26) | 00078 | TON | 2,801.00 | 2,801.000 | 0.000 | 0.000 | 44.14 | 0.00 | |||
| 0010 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 157.50 | 0.00 | |||
| 0015 | ROADWAY EXCAVATION (REVISED 5-19-26) | 02200 | CUYD | 5,309.00 | 5,309.000 | 0.000 | 0.000 | 49.22 | 0.00 | |||
| 0020 | TEMPORARY SIGNS | 02562 | SQFT | 186.00 | 186.000 | 0.000 | 0.000 | 12.60 | 0.00 | |||
| 0030 | FABRIC-GEOTEXTILE CLASS 1 (REVISED 5-19-26) | 02602 | SQYD | 2,754.00 | 2,754.000 | 0.000 | 0.000 | 4.30 | 0.00 | |||
| 0035 | FABRIC-GEOTEXTILE CLASS 4A (REVISED 5-19-26) | 02608 | SQYD | 3,498.00 | 3,498.000 | 0.000 | 0.000 | 6.30 | 0.00 | |||
| 0040 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 26,857.00 | 0.00 | |||
| 0045 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 9,530.00 | 19,060.00 | 19,060.00 | |
| 0055 | TEMP SILT FENCE | 02701 | LF | 1,242.00 | 1,242.000 | 0.000 | 0.000 | 4.28 | 0.00 | |||
| 0060 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 15,000.00 | 1,500.00 | 1,500.00 | |
| 0065 | CONC BARRIER WALL TYPE 9T | 03171 | LF | 1,300.00 | 1,300.000 | 0.000 | 0.000 | 176.55 | 0.00 | |||
| 0070 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 2.00 | 2.000 | 1.000 | 0.000 | 1.000 | 22,470.00 | 22,470.00 | 22,470.00 | |
| 0075 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,814.00 | 1,814.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 0080 | INITIAL FERTILIZER | 05963 | TON | 0.19 | 0.190 | 0.000 | 0.000 | 1,926.00 | 0.00 | |||
| 0085 | MAINTENANCE FERTILIZER | 05964 | TON | 0.11 | 0.110 | 0.000 | 0.000 | 1,926.00 | 0.00 | |||
| 0090 | SEEDING AND PROTECTION | 05985 | SQYD | 3,629.00 | 3,629.000 | 0.000 | 0.000 | 0.91 | 0.00 | |||
| 0095 | AGRICULTURAL LIMESTONE | 05992 | TON | 2.25 | 2.250 | 0.000 | 0.000 | 99.05 | 0.00 | |||
| 0100 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 3,500.00 | 3,500.000 | 0.000 | 0.000 | 0.34 | 0.00 | |||
| 0105 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 2,825.00 | 2,825.000 | 0.000 | 0.000 | 0.44 | 0.00 | |||
| 0110 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 18.50 | 0.00 | |||
| 0115 | CRASH CUSHION TY 6 CLASS T TL3 | 08912 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,196.00 | 0.00 | |||
| 0120 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 5,743.00 | 5,743.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0125 | OBJECT MARKER TY 3 (REVISED 5-19-26) | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0130 | SAW CUT | 20430ED | LF | 2,735.00 | 2,735.000 | 0.000 | 0.000 | 2.14 | 0.00 | |||
| 0135 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 2.26 | 0.00 | |||
| 0140 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0285 | LONGITUDINAL EDGE KEY (ADDED 5-19-26) | 21289ED | LF | 2,735.00 | 2,735.000 | 0.000 | 0.000 | 2.80 | 0.00 | |||
| 0290 | EDGE KEY (ADDED 5-19-26) | 02585 | LF | 112.00 | 112.000 | 0.000 | 0.000 | 37.45 | 0.00 | |||
| Project | MP09000622601 | Fed/State Project Number | FD52 090 0062 011-013 | Category | 0002 PAVING | |||||||
| 0145 | CRUSHED STONE BASE (REVISED 5-19-26) | 00003 | TON | 3,097.00 | 3,097.000 | 0.000 | 0.000 | 43.33 | 0.00 | |||
| 0150 | ASPHALT SEAL AGGREGATE (REVISED 5-19-26) | 00100 | TON | 41.00 | 41.000 | 0.000 | 0.000 | 232.62 | 0.00 | |||
| 0155 | ASPHALT SEAL COAT (REVISED 5-19-26) | 00103 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0160 | CL3 ASPH BASE 1.00D PG64-22 (REVISED 5-19-26) | 00214 | TON | 1,051.00 | 1,051.000 | 0.000 | 0.000 | 88.06 | 0.00 | |||
| 0165 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0175 | EDGELINE RUMBLE STRIPS | 02697 | LF | 2,700.00 | 2,700.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0180 | CL3 ASPH SURF 0.38A PG64-22 (REVISED 5-19-26) | 22906ES403 | TON | 326.00 | 326.000 | 0.000 | 0.000 | 108.07 | 0.00 | |||
| Project | MP09000622601 | Fed/State Project Number | FD52 090 0062 011-013 | Category | 0003 SECANT WALL | |||||||
| 0185 | DGA BASE | 00001 | TON | 200.00 | 200.000 | 0.000 | 0.000 | 51.36 | 0.00 | |||
| 0190 | CRUSHED AGGREGATE SIZE NO 8 | 00083 | TON | 100.00 | 100.000 | 0.000 | 0.000 | 53.50 | 0.00 | |||
| 0195 | CHANNEL LINING CLASS II | 02483 | TON | 150.00 | 150.000 | 0.000 | 0.000 | 66.15 | 0.00 | |||
| 0200 | SAND | 02700 | TON | 550.00 | 550.000 | 0.000 | 0.000 | 43.05 | 0.00 | |||
| 0210 | GEOMEMBRANE LINER | 21843EN | SQYD | 256.00 | 256.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0215 | VIBRATION MONITORING | 24550EC | LS | 1.00 | 1.000 | 0.600 | 0.000 | 0.600 | 75,000.00 | 45,000.00 | 45,000.00 | |
| 0220 | 24 HR FALLING HEAD PERM TEST IN CORES | 26201EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 24,000.00 | 0.00 | |||
| 0225 | WATER PSSR TEST IN CORES-SINGLE PACKER | 26202EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 24,000.00 | 0.00 | |||
| 0230 | SECANT SHAFT CONCRETE CORES | 26203EC | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 21,672.00 | 0.00 | |||
| 0295 | FOUNDATION PREPARATION (ADDED 5-19-26) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,490,000.00 | 0.00 | |||
| 0300 | SECANT SHAFT-COMMON (ADDED 5-19-26) | 26322ED | SQFT | 47,968.00 | 47,968.000 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 0305 | SECANT SHAFT-SOLID ROCK (ADDED 5-19-26) | 26323ED | SQFT | 30,165.00 | 30,165.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| 0310 | SECANT SHAFT W/LT WT CONCRETE-COMMON (ADDED 5-19-26) | 26324ED | SQFT | 1,682.00 | 1,682.000 | 0.000 | 0.000 | 197.00 | 0.00 | |||
| 0315 | SECANT SHAFT W/LT WT CONCRETE-SOLID ROCK (ADDED 5-19-26) | 26325ED | SQFT | 127.00 | 127.000 | 0.000 | 0.000 | 247.00 | 0.00 | |||
| 0320 | SECANT SHAFT GUIDE WALL (ADDED 5-19-26) | 26326ED | LF | 991.00 | 991.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0325 | S BYPASS PUMPING (ADDED 5-19-26) | 15000 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 18,190.00 | 0.00 | |||
| 0330 | GROUT (ADDED 5-19-26) | 23911EC | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 2,365.00 | 0.00 | |||
| 0335 | HDPE PIPE (ADDED 5-19-26) | 24786EN | LF | 80.00 | 80.000 | 0.000 | 0.000 | 231.00 | 0.00 | |||
| 0340 | STEEL ENCASEMENT PIPE (ADDED 5-19-26) | 24668EC | LF | 12.00 | 12.000 | 0.000 | 0.000 | 1,155.00 | 0.00 | |||
| 0345 | REMOVE CONCRETE MASONRY (ADDED 5-19-26) | 02403 | CUYD | 39.00 | 39.000 | 0.000 | 0.000 | 1,337.50 | 0.00 | |||
| 0350 | CONCRETE-CLASS A (ADDED 5-19-26) | 08100 | CUYD | 39.00 | 39.000 | 0.000 | 0.000 | 2,675.00 | 0.00 | |||
| 0355 | STEEL REINFORCEMENT (ADDED 5-19-26) | 08150 | LB | 5,200.00 | 5,200.000 | 0.000 | 0.000 | 5.35 | 0.00 | |||
| 0360 | REMOVE & REPLACE FENCE (ADDED 5-19-26) | 02268 | LF | 35.00 | 35.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0365 | CSL TESTING (ADDED 5-19-26) | 22839NN | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 8,420.00 | 0.00 | |||
| Project | MP09000622601 | Fed/State Project Number | FD52 090 0062 011-013 | Category | 0004 GUARDRAIL | |||||||
| 0245 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 18.80 | 0.00 | |||
| 0250 | DELINEATOR FOR G/R BI DIRECTIONAL WHITE (REVISED 5-19-26) | 01987 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 15.78 | 0.00 | |||
| 0255 | G/R TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 82.78 | 0.00 | |||
| 0260 | G/R END TREATMENT TYPE 3 (REVISED 5-19-26) | 02373 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,833.03 | 0.00 | |||
| 0265 | REMOVE G/R (REVISED 5-19-26) | 02381 | LF | 2,356.00 | 2,356.000 | 1,300.000 | 0.000 | 1,300.000 | 3.66 | 4,758.00 | 4,758.00 | |
| 0270 | G/R STEEL W BEAM-S FACE (7 FT POST) (REVISED 5-19-26) | 21802EN | LF | 2,300.00 | 2,300.000 | 0.000 | 0.000 | 37.63 | 0.00 | |||
| 0275 | THRIE BEAM G/R TRANSITION TL-3 (REVISED 5-19-26) | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,019.58 | 0.00 | |||
| Project | MP09000622601 | Fed/State Project Number | FD52 090 0062 011-013 | Category | 0005 DEMOBILIZATION | |||||||
| 0025 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 1,000,000.00 | 500,000.00 | 500,000.00 | |
| 0280 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 390,000.00 | 0.00 | |||
| SUBTOT | $592,788.00 |
$592,788.000 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||