|
ContID 265408 EST NO 0001 |
Date:06/18/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 265408 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | ELIZABETHTOWN (04340) Faulkner, Bridget R. | ||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | MARS ADDR SN 0 | |||||
| 3800 CRITTENDEN DR | |||||||
| LOUISVILLE , KY , 40209-1124 | |||||||
| Pay Period | 04/30/2026 TO 06/12/2026 | ||||||
| Date Approved | 06/16/2026 | ||||||
| Primary Proj Number | BR04300792600 | ||||||
| Project No. | STP BRZ 9030 (528) | ||||||
| Primary County | GRAYSON | ||||||
| Name of Road | KY 79 | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 79 OVER ROUGH RIVER LAKE (043B000 53N) | ||||||
| Date Let | 03/26/2026 | Formal Acceptance | |||||
| Date Awarded | 04/07/2026 | Date Work Began | 06/01/2026 | ||||
| Date Contract Executed | 04/30/2026 | Open To Traffic | |||||
| Date NTP Issued | 04/30/2026 | Actual Completion Date | |||||
| Current Contract Amount | $2,540,000.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,540,000.00 |
Total Earnings | $226,164.00 |
$0.00 |
$226,164.00 |
|
| Percent Complete | 8.90 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,313,836.00 |
Gross Earnings | $226,164.00 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $226,164.00 |
$0.00 |
226,164.00 |
|||
| Contract Id | 265408 | Change Order Summary |
County | GRAYSON | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (528) | |||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | Period | 04/30/2026 TO 06/12/2026 | |||||||
| 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 | 265408 | COMMONWEALTH OF KENTUCKY |
County | GRAYSON | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR04300792600 | ||||||
| Estimate Nbr | 0001 | Period | 04/30/2026 TO 06/12/2026 | |||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | |||||||||
| Project | BR04300792600 | Fed/State Project Number | STP BRZ 9030 (528) | 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 | BR04300792600 | Fed/State Project Number | STP BRZ 9030 (528) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 612.00 | 612.000 | 0.000 | 0.000 | 69.99 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 12.00 | 12.000 | 0.000 | 0.000 | 605.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,260.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 25.00 | 25.000 | 0.000 | 0.000 | 124.75 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 675.00 | 675.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 184.00 | 184.000 | 0.000 | 0.000 | 118.80 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 2.30 | 2.300 | 0.000 | 0.000 | 540.00 | 0.00 | |||
| 0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 101.00 | 101.000 | 0.000 | 0.000 | 110.95 | 0.00 | |||
| Project | BR04300792600 | Fed/State Project Number | STP BRZ 9030 (528) | Category | 0002 ROADWAY | |||||||
| 0045 | DELINEATOR FOR G/R BI DIRECTIONAL WHITE | 01987 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 15.15 | 0.00 | |||
| 0050 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 18.00 | 18.000 | 18.000 | 0.000 | 18.000 | 20.00 | 360.00 | 360.00 | |
| 0055 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0060 | BARRICADE-TYPE III | 02014 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0065 | ROADWAY EXCAVATION | 02200 | CUYD | 708.00 | 708.000 | 0.000 | 0.000 | 59.99 | 0.00 | |||
| 0070 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 214.00 | 214.000 | 0.000 | 0.000 | 25.16 | 0.00 | |||
| 0075 | G/R-STEEL W BEAM-S FACE | 02351 | LF | 412.50 | 412.500 | 0.000 | 0.000 | 31.82 | 0.00 | |||
| 0080 | G/R TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 88.51 | 0.00 | |||
| 0085 | G/R END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,466.23 | 0.00 | |||
| 0090 | G/R END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,789.40 | 0.00 | |||
| 0095 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 50,000.00 | 50,000.00 | 50,000.00 | |
| 0100 | TEMPORARY SIGNS | 02562 | SQFT | 318.00 | 318.000 | 146.000 | 0.000 | 146.000 | 9.00 | 1,314.00 | 1,314.00 | |
| 0105 | EDGE KEY | 02585 | LF | 149.00 | 149.000 | 0.000 | 0.000 | 16.65 | 0.00 | |||
| 0110 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 150,000.00 | 15,000.00 | 15,000.00 | |
| 0115 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 3,180.00 | 12,720.00 | 12,720.00 | |
| 0120 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,965.00 | 0.00 | |||
| 0125 | EDGELINE RUMBLE STRIPS | 02697 | LF | 697.00 | 697.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0130 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 26,500.00 | 2,650.00 | 2,650.00 | |
| 0135 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 130,000.00 | 32,500.00 | 32,500.00 | |
| 0140 | RELOCATE CRASH CUSHION | 02898 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,779.00 | 0.00 | |||
| 0145 | CONC BARRIER WALL TYPE 9T | 03171 | LF | 183.00 | 183.000 | 183.000 | 0.000 | 183.000 | 58.52 | 10,709.99 | 10,709.99 | |
| 0150 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 3.00 | 3.000 | 3.000 | 0.000 | 3.000 | 14,000.00 | 42,000.00 | 42,000.00 | |
| 0155 | EROSION CONTROL BLANKET | 05950 | SQYD | 513.00 | 513.000 | 0.000 | 0.000 | 3.07 | 0.00 | |||
| 0160 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 21.00 | 21.000 | 0.000 | 0.000 | 52.12 | 0.00 | |||
| 0165 | STEEL POST TYPE 1 | 06410 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 34.15 | 0.00 | |||
| 0170 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 1,333.00 | 1,333.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0175 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 1,520.00 | 1,520.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0180 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 420.00 | 420.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0185 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 210.00 | 210.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0190 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 575.00 | 575.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0195 | PAVE MARKING-PAINT SYMBOL | 06602NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0200 | CRASH CUSHION TY 6 CLASS B TL3 | 08902 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 27,265.00 | 54,530.00 | 54,530.00 | |
| 0205 | OBJECT MARKER TY 3 | 20191ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 27.31 | 0.00 | |||
| 0210 | PAVE MARKING THERMO-BIKE | 20782NS714 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0215 | LONGITUDINAL EDGE KEY | 21289ED | LF | 274.00 | 274.000 | 0.000 | 0.000 | 17.35 | 0.00 | |||
| 0220 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 6,000.00 | 600.00 | 600.00 | |
| 0225 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | LF | 24.00 | 24.000 | 189.000 | 0.000 | 189.000 | 20.00 | 3,780.00 | 3,780.00 | |
| 0230 | BARCODE SIGN INVENTORY | 24631EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 46.47 | 0.00 | |||
| 0235 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 100.00 | 100.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0240 | THRIE BEAM G/R TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,760.44 | 0.00 | |||
| 0245 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0250 | REMOVABLE BOLLARD | 30000 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| Project | BR04300792600 | Fed/State Project Number | STP BRZ 9030 (528) | Category | 0003 BRIDGE - 043B00053N | |||||||
| 0255 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 264.00 | 264.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0260 | CONCRETE-CLASS B | 02555 | CUYD | 6.30 | 6.300 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0265 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 84.00 | 84.000 | 0.000 | 0.000 | 78.00 | 0.00 | |||
| 0270 | PVC PIPE-8 IN | 03387 | LF | 326.00 | 326.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0275 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 56.00 | 56.000 | 0.000 | 0.000 | 260.00 | 0.00 | |||
| 0280 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 60,000.00 | 0.00 | |||
| 0285 | TEST PILES | 08033 | LF | 34.00 | 34.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0290 | PRE-DRILLING FOR PILES | 08039 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0295 | PILES-STEEL HP12X53 | 08046 | LF | 144.00 | 144.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 0300 | PILE POINTS-12 IN | 08094 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0305 | CONCRETE-CLASS A | 08100 | CUYD | 44.00 | 44.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0310 | CONCRETE-CLASS AA | 08104 | CUYD | 194.60 | 194.600 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0315 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 432.00 | 432.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0320 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 41,842.00 | 41,842.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0325 | CONCRETE SEALING | 23378EC | SQFT | 9,300.00 | 9,300.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0330 | MECHANICAL REINF COUPLER #8-EPOXY COATED | 24405EC | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0335 | PPC I-BEAM HN 48-49 | 24520EC | LF | 515.00 | 515.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0340 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 316.00 | 316.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0345 | ALUMINUM HANDRAIL | 25030ED | LF | 211.00 | 211.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0350 | MOBILIZATION FOR CONCRETE SURF TREATMENT 26233EC | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| Project | BR04300792600 | Fed/State Project Number | STP BRZ 9030 (528) | Category | 0004 WATERLINE | |||||||
| 0355 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 103.00 | 103.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0360 | W PIPE DCTL IRON RSTRND JOINT 06 IN | 14047 | LF | 232.00 | 232.000 | 0.000 | 0.000 | 610.00 | 0.00 | |||
| 0365 | W PLUG EXISTING MAIN | 14074 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0370 | W TIE-IN 06 INCH | 14094 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0375 | W VALVE CUT-IN 06 INCH | 14117 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| Project | BR04300792600 | Fed/State Project Number | STP BRZ 9030 (528) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0380 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 115,867.46 | 0.00 | |||
| 0385 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 36,783.36 | 0.00 | |||
| SUBTOT | $226,163.99 |
$226,163.999 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||