|
ContID 265403 EST NO 0001 |
Date:05/20/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 265403 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | LOUISVILLE (05320) Tipton, Michael Scott | ||||||
| Contractor | E & B PAVING LLC | MARS ADDR SN 0 | |||||
| 286 W 300 N | |||||||
| ANDERSON , IN , 46012 | |||||||
| Pay Period | 02/24/2026 TO 05/14/2026 | ||||||
| Date Approved | 05/19/2026 | ||||||
| Primary Proj Number | BR10600602600 | ||||||
| Project No. | STP BRZ 9030 (521) | ||||||
| Primary County | SHELBY | ||||||
| Name of Road | US 60 EB OVER CLEAR CREEK | ||||||
| Description | ADDRESS DEFICIENCIES OF US 60 EB OVER CLEAR CREEK (106B00007 R) | ||||||
| Date Let | 01/29/2026 | Formal Acceptance | |||||
| Date Awarded | 02/10/2026 | Date Work Began | 05/04/2026 | ||||
| Date Contract Executed | 02/24/2026 | Open To Traffic | |||||
| Date NTP Issued | 02/24/2026 | Actual Completion Date | |||||
| Current Contract Amount | $2,979,489.78 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,979,489.78 |
Total Earnings | $29,794.90 |
$0.00 |
$29,794.90 |
|
| Percent Complete | 1.00 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,949,694.88 |
Gross Earnings | $29,794.90 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $29,794.90 |
$0.00 |
29,794.90 |
|||
| Contract Id | 265403 | Change Order Summary |
County | SHELBY | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (521) | |||||||
| Contractor | E & B PAVING LLC | Period | 02/24/2026 TO 05/14/2026 | |||||||
| 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 | 265403 | COMMONWEALTH OF KENTUCKY |
County | SHELBY | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR10600602600 | ||||||
| Estimate Nbr | 0001 | Period | 02/24/2026 TO 05/14/2026 | |||||||
| Contractor | E & B PAVING LLC | |||||||||
| Project | BR10600602600 | Fed/State Project Number | STP BRZ 9030 (521) | 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 | BR10600602600 | Fed/State Project Number | STP BRZ 9030 (521) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 953.00 | 953.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0010 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 543.00 | 543.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0015 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 108.00 | 108.000 | 0.000 | 0.000 | 259.00 | 0.00 | |||
| 0020 | JPC PAVEMENT-9 IN | 02073 | SQYD | 310.00 | 310.000 | 0.000 | 0.000 | 171.35 | 0.00 | |||
| Project | BR10600602600 | Fed/State Project Number | STP BRZ 9030 (521) | Category | 0002 ROADWAY | |||||||
| 0025 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 640.00 | 640.000 | 0.000 | 0.000 | 55.42 | 0.00 | |||
| 0030 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 16.64 | 0.00 | |||
| 0035 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 16.64 | 0.00 | |||
| 0040 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 20.35 | 0.00 | |||
| 0045 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 20.35 | 0.00 | |||
| 0050 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 185.50 | 0.00 | |||
| 0055 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 404.00 | 404.000 | 0.000 | 0.000 | 129.27 | 0.00 | |||
| 0060 | ROADWAY EXCAVATION | 02200 | CUYD | 649.00 | 649.000 | 0.000 | 0.000 | 156.00 | 0.00 | |||
| 0065 | GRANULAR EMBANKMENT | 02223 | CUYD | 95.00 | 95.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0070 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 62.50 | 62.500 | 0.000 | 0.000 | 62.13 | 0.00 | |||
| 0075 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 101.57 | 0.00 | |||
| 0080 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 190.11 | 0.00 | |||
| 0085 | WITNESS POST | 02432 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 171.56 | 0.00 | |||
| 0090 | CHANNEL LINING CLASS II | 02483 | TON | 26.00 | 26.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0095 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 59,589.79 | 29,794.89 | 29,794.89 | |
| 0100 | TEMPORARY SIGNS | 02562 | SQFT | 378.00 | 378.000 | 0.000 | 0.000 | 7.42 | 0.00 | |||
| 0105 | EDGE KEY | 02585 | LF | 38.00 | 38.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0110 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 49.00 | 49.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0115 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 23,000.00 | 0.00 | |||
| 0120 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 2,650.00 | 0.00 | |||
| 0125 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 197.00 | 197.000 | 0.000 | 0.000 | 80.15 | 0.00 | |||
| 0130 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 55,000.00 | 0.00 | |||
| 0135 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 155,800.00 | 0.00 | |||
| 0140 | TUBULAR MARKERS | 03225 | EACH | 96.00 | 96.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0145 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 427.00 | 427.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0150 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 2,822.00 | 2,822.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0155 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 637.00 | 637.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0160 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 3,943.00 | 3,943.000 | 0.000 | 0.000 | 7.25 | 0.00 | |||
| 0165 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 3,315.00 | 3,315.000 | 0.000 | 0.000 | 7.25 | 0.00 | |||
| 0170 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | LF | 458.00 | 458.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0175 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0180 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 681.66 | 0.00 | |||
| 0185 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0190 | WOOD PLANK FENCE | 22000ED | LF | 290.00 | 290.000 | 0.000 | 0.000 | 132.00 | 0.00 | |||
| 0195 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 79.00 | 79.000 | 0.000 | 0.000 | 48.91 | 0.00 | |||
| 0200 | PAVE MARK TY 1 TAPE X-WALK-6 IN | 23251ES717 | LF | 124.00 | 124.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0205 | PAVE MARK TY 1 TAPE -ONLY | 23256ES717 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0210 | PAVE MARK TY 1 TAPE STOP BAR-24 IN | 23265ES717 | LF | 89.00 | 89.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0215 | PAVE MARK TY 1 TAPE-CURV ARROW | 23270ES717 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 775.00 | 0.00 | |||
| 0220 | YELLOW PAINT FOR MEDIAN SAFETY NOSE | 23608EC | SQFT | 48.00 | 48.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0225 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,002.77 | 0.00 | |||
| Project | BR10600602600 | Fed/State Project Number | STP BRZ 9030 (521) | Category | 0003 DRAINAGE | |||||||
| 0230 | STORM SEWER PIPE-15 IN | 00521 | LF | 102.00 | 102.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0235 | STORM SEWER PIPE-18 IN | 00522 | LF | 26.00 | 26.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0240 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 0245 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,900.00 | 0.00 | |||
| 0250 | CURB BOX INLET TYPE B | 01480 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 0255 | JUNCTION BOX-15 IN | 01641 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 0260 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,300.00 | 0.00 | |||
| Project | BR10600602600 | Fed/State Project Number | STP BRZ 9030 (521) | Category | 0004 BRIDGE | |||||||
| 0265 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 170.00 | 170.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0270 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 76.00 | 76.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0275 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 103,000.00 | 0.00 | |||
| 0280 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 760.00 | 760.000 | 0.000 | 0.000 | 78.00 | 0.00 | |||
| 0285 | TEST PILES | 08033 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 245.00 | 0.00 | |||
| 0290 | PRE-DRILLING FOR PILES | 08039 | LF | 529.00 | 529.000 | 0.000 | 0.000 | 217.00 | 0.00 | |||
| 0295 | PILES-STEEL HP12X53 | 08046 | LF | 354.00 | 354.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0300 | PILES-STEEL HP14X89 | 08051 | LF | 812.00 | 812.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0305 | PILE POINTS-12 IN | 08094 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0310 | PILE POINTS-14 IN | 08095 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0315 | CONCRETE-CLASS A | 08100 | CUYD | 237.00 | 237.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0320 | CONCRETE-CLASS AA | 08104 | CUYD | 324.00 | 324.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0325 | STEEL REINFORCEMENT | 08150 | LB | 17,170.00 | 17,170.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0330 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 63,550.00 | 63,550.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0335 | PRECAST PC BOX BEAM SB27 | 08670 | LF | 1,159.00 | 1,159.000 | 0.000 | 0.000 | 305.00 | 0.00 | |||
| 0340 | CONCRETE SEALING | 23378EC | SQFT | 18,000.00 | 18,000.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0345 | BRIDGE RAIL | 23539EC | LF | 296.00 | 296.000 | 0.000 | 0.000 | 282.00 | 0.00 | |||
| 0350 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| Project | BR10600602600 | Fed/State Project Number | STP BRZ 9030 (521) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0355 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 139,880.00 | 0.00 | |||
| 0360 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 41,965.00 | 0.00 | |||
| SUBTOT | $29,794.89 |
$29,794.895 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||