|
Report_Id: 245349 Est NO 0004 |
Date:09/16/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245349 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04360) Filiatreau, Chad J. | ||||||
| Contractor | GALUSHA CONTRACTING LLC | ADDR SN 0 VC Code KS0004978 | |||||
| , , | |||||||
| Pay Period | 08/10/2024 TO 08/23/2024 | ||||||
| Date Approved | 09/02/2024 | ||||||
| Primary Proj Number | BR09013142400 | ||||||
| Project No. | STP BRZ 9030 (464), STP BRZ 9030 (463) | ||||||
| Primary County | NELSON | ||||||
| Name of Road | VARIOUS ROUTES IN DISTRICT 4 | ||||||
| Description | ADDRESS DEFICIENCIES OF CR 1314 OVER EAST FORK OF COX CREEK (090C00037N) | ||||||
| Date Let | 05/23/2024 | Formal Acceptance | |||||
| Date Awarded | 06/04/2024 | Date Work Began | |||||
| Date Contract Executed | 06/17/2024 | Open To Traffic | |||||
| Date NTP Issued | 06/17/2024 | Actual Completion Date | |||||
| Current Contract Amount | $1,518,227.37 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,518,227.37 |
Total Earnings | $606,835.23 |
$383,332.15 |
$223,503.08 |
|
| Percent Complete | 39.97 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $911,392.14 |
Gross Earnings | $606,835.23 |
$383,332.15 |
$223,503.08 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $606,835.23 |
$383,332.15 |
$223,503.08 |
|||
| Contract Id | 245349 | Change Order Summary |
County | NELSON | ||||||
| Estimate Nbr | 0004 | Project Number | STP BRZ 9030 (464), STP BRZ 9030 (463) | |||||||
| Contractor | GALUSHA CONTRACTING LLC | Period | 08/10/2024 TO 08/23/2024 | |||||||
| 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 | 245349 | COMMONWEALTH OF KENTUCKY |
County | NELSON | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR09013142400 | ||||||
| Estimate Nbr | 0004 | Period | 08/10/2024 TO 08/23/2024 | |||||||
| Contractor | GALUSHA CONTRACTING LLC | |||||||||
| Project | BR09013142400 | Fed/State Project Number | STP BRZ 9030 (464) | Category | 0001 BRIDGE - 090C00037N | |||||||
| 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 | |
| 0250 | DGA BASE | 00001 | TON | 506.00 | 506.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0255 | ASPHALT SEAL AGGREGATE | 00100 | TON | 0.71 | 0.710 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0260 | ASPHALT SEAL COAT | 00103 | TON | 0.08 | 0.080 | 0.000 | 0.000 | 60,000.00 | 0.00 | |||
| 0265 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 136.00 | 136.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0270 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 36.00 | 36.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0275 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.38 | 0.380 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0280 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 17.48 | 0.00 | |||
| 0285 | ROADWAY EXCAVATION | 02200 | CUYD | 706.00 | 706.000 | 420.000 | 420.000 | 25.00 | 10,500.00 | |||
| 0290 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 250.00 | 250.000 | 27.800 | 27.800 | 73.60 | 2,046.08 | |||
| 0295 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 12.50 | 12.500 | 0.000 | 0.000 | 52.23 | 0.00 | |||
| 0300 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 93.61 | 0.00 | |||
| 0305 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 97.33 | 0.00 | |||
| 0310 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,827.40 | 0.00 | |||
| 0315 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 233.35 | 0.00 | |||
| 0320 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 215.47 | 0.00 | |||
| 0325 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.200 | 0.650 | 0.850 | 6,500.00 | 1,300.00 | 5,525.00 | |
| 0330 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 556.10 | 0.00 | |||
| 0335 | EDGE KEY | 02585 | LF | 111.00 | 111.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0340 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.350 | 0.550 | 20,000.00 | 4,000.00 | 11,000.00 | |
| 0345 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.350 | 0.550 | 5,200.00 | 1,040.00 | 2,860.00 | |
| 0350 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0355 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 94.00 | 0.00 | |||
| 0360 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0365 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 390.00 | 390.000 | 103.020 | 76.820 | 179.840 | 54.00 | 5,563.08 | 9,711.36 | |
| 0370 | TEST PILES | 08033 | LF | 39.00 | 39.000 | 40.000 | 40.000 | 244.00 | 9,760.00 | |||
| 0375 | PRE-DRILLING FOR PILES | 08039 | LF | 132.00 | 132.000 | 120.000 | 120.000 | 451.00 | 54,120.00 | |||
| 0380 | PILES-STEEL HP12X53 | 08046 | LF | 144.00 | 144.000 | 155.370 | 155.370 | 128.00 | 19,887.36 | |||
| 0385 | PILE POINTS-12 IN | 08094 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 182.00 | 0.00 | |||
| 0390 | CONCRETE-CLASS A | 08100 | CUYD | 59.00 | 59.000 | 48.680 | 48.680 | 1,328.00 | 64,647.04 | |||
| 0395 | CONCRETE-CLASS AA | 08104 | CUYD | 57.00 | 57.000 | 11.500 | 11.500 | 1,701.00 | 19,561.50 | |||
| 0400 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 9,849.00 | 9,849.000 | 4,500.000 | 4,500.000 | 1.90 | 8,550.00 | |||
| 0405 | PRECAST PC BOX BEAM CB42-48 | 08666 | LF | 368.00 | 368.000 | 368.000 | 0.000 | 368.000 | 575.00 | 211,600.00 | 211,600.00 | |
| 0410 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.350 | 0.350 | 5,500.00 | 1,925.00 | |||
| 0415 | CONCRETE SEALING | 23378EC | SQFT | 3,229.00 | 3,229.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0420 | BARCODE SIGN INVENTORY | 24631EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 49.62 | 0.00 | |||
| 0425 | DEEP BEAM BRIDGE GUARDRAIL | 25099ED | LF | 184.00 | 184.000 | 0.000 | 0.000 | 338.69 | 0.00 | |||
| 0430 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| Project | BR09013142400 | Fed/State Project Number | STP BRZ 9030 (464) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0435 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,639.14 | 35,639.14 | |||
| 0440 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,691.75 | 0.00 | |||
| SUBTOT | $223,503.08 |
$532,332.48 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR10913432400 | Fed/State Project Number | STP BRZ 9030 (463) | Category | 0001 BRIDGE - 109C00042N | |||||||
| 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 | |
| 0005 | DGA BASE | 00001 | TON | 53.00 | 53.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0010 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 66.00 | 66.000 | 0.000 | 0.000 | 224.00 | 0.00 | |||
| 0015 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 545.00 | 0.00 | |||
| 0020 | GRANULAR EMBANKMENT | 02223 | CUYD | 18.00 | 18.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 0025 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 50.00 | 50.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0030 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 52.23 | 0.00 | |||
| 0035 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 37.50 | 37.500 | 0.000 | 0.000 | 100.88 | 0.00 | |||
| 0040 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 97.33 | 0.00 | |||
| 0045 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0050 | EDGE KEY | 02585 | LF | 42.00 | 42.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0055 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 13,555.00 | 3,388.75 | |||
| 0060 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 2,226.00 | 8,904.00 | |||
| 0065 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 17.00 | 17.000 | 0.000 | 0.000 | 460.00 | 0.00 | |||
| 0070 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0075 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | |||
| 0080 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 52.00 | 52.000 | 0.000 | 0.000 | 94.00 | 0.00 | |||
| 0085 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0090 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0095 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 6.00 | 6.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0100 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 23,000.00 | 0.00 | |||
| 0105 | TEST PILES | 08033 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 244.00 | 0.00 | |||
| 0110 | PRE-DRILLING FOR PILES | 08039 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 797.00 | 0.00 | |||
| 0115 | PILES-STEEL HP14X89 | 08051 | LF | 104.00 | 104.000 | 0.000 | 0.000 | 167.00 | 0.00 | |||
| 0120 | CONCRETE-CLASS A | 08100 | CUYD | 55.60 | 55.600 | 0.000 | 0.000 | 840.00 | 0.00 | |||
| 0125 | CONCRETE-CLASS AA | 08104 | CUYD | 21.00 | 21.000 | 0.000 | 0.000 | 2,750.00 | 0.00 | |||
| 0130 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 5,794.00 | 5,794.000 | 0.000 | 0.000 | 1.90 | 0.00 | |||
| 0135 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 256.00 | 256.000 | 0.000 | 0.000 | 345.00 | 0.00 | |||
| 0140 | W CAP EXISTING MAIN | 14003 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 13,000.00 | 26,000.00 | |||
| 0145 | W DIRECTIONAL BORE | 14004 | LF | 195.00 | 195.000 | 0.000 | 0.000 | 243.00 | 0.00 | |||
| 0150 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0155 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0160 | W SERV PE/PLST SHORT SIDE 1 IN | 14082 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 25.00 | 25.00 | |||
| 0165 | W SERVICE SPECIAL Reconnect Service Line see Technical Spe | 14086 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,050.00 | 1,050.00 | |||
| 0170 | W TIE-IN 06 INCH | 14094 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,900.00 | 9,800.00 | |||
| 0175 | W VALVE 06 INCH | 14105 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,400.00 | 6,800.00 | |||
| 0180 | W METER SPECIAL Meter Setting (Less Meters) see Technic | 14131 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 0185 | W METER SPECIAL Reconnect Meter see Technical Specs for | 14131 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 0190 | W SPECIAL ITEM Exploration for existing Water Lines see | 14154 | EACH | 10.00 | 10.000 | 4.000 | 4.000 | 340.00 | 1,360.00 | |||
| 0195 | S BYPASS PUMPING | 15000 | EACH | 1.00 | 1.000 | 0.250 | 0.250 | 49,500.00 | 12,375.00 | |||
| 0200 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 556.10 | 0.00 | |||
| 0205 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0210 | CONCRETE SEALING | 23378EC | SQFT | 1,860.00 | 1,860.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0215 | RAIL SYSTEM SINGLE SLOPE - 36 IN | 25027ED | LF | 32.00 | 32.000 | 0.000 | 0.000 | 236.00 | 0.00 | |||
| 0220 | STEEL HANDRAIL | 25029ED | LF | 28.00 | 28.000 | 0.000 | 0.000 | 137.00 | 0.00 | |||
| 0225 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,070.59 | 0.00 | |||
| 0230 | DEEP BEAM BRIDGE GUARDRAIL | 25099ED | LF | 26.00 | 26.000 | 0.000 | 0.000 | 367.80 | 0.00 | |||
| 0235 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| Project | BR10913432400 | Fed/State Project Number | STP BRZ 9030 (463) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0240 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,639.14 | 0.00 | |||
| 0245 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,691.74 | 0.00 | |||
| SUBTOT | $0.00 |
$606,835.23 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||