|
Report_Id: 245338 Est NO 0002 |
Date:12/09/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245338 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02360) Johnson, Eathan D. | ||||||
| Contractor | SCOTT AND MURPHY INC | ADDR SN 0 VC Code KY0036484 | |||||
| P O BOX 2520 | |||||||
| 2335 BARREN RIVER ROAD | |||||||
| BOWLING GREEN , KY , 42102 | |||||||
| Pay Period | 09/06/2024 TO 11/14/2024 | ||||||
| Date Approved | 11/25/2024 | ||||||
| Primary Proj Number | BR03004312400 | ||||||
| Project No. | STP BRZ 9030 (451) | ||||||
| Primary County | DAVIESS | ||||||
| Name of Road | US 431 | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGE ON US 431 OVER PANTHER CREEK (030B00049N) | ||||||
| Date Let | 03/21/2024 | Formal Acceptance | |||||
| Date Awarded | 04/02/2024 | Date Work Began | |||||
| Date Contract Executed | 06/03/2024 | Open To Traffic | |||||
| Date NTP Issued | 06/03/2024 | Actual Completion Date | |||||
| Current Contract Amount | $7,969,574.13 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,969,574.13 |
Total Earnings | $0.00 |
$0.00 |
$0.00 |
|
| Percent Complete | 6.82 |
Stockpiled Materials | $543,348.25 |
$357,797.55 |
$185,550.70 |
|
| Funds Available | $7,426,225.88 |
Gross Earnings | $543,348.25 |
$357,797.55 |
$185,550.70 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $543,348.25 |
$357,797.55 |
$185,550.70 |
|||
| Contract Id | 245338 | Change Order Summary |
County | DAVIESS | ||||||
| Estimate Nbr | 0002 | Project Number | STP BRZ 9030 (451) | |||||||
| Contractor | SCOTT AND MURPHY INC | Period | 09/06/2024 TO 11/14/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damage OVERRIDE | Approved | 12/06/2024 | $0.00 | 0.0 | |||||
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 | 245338 | COMMONWEALTH OF KENTUCKY |
County | DAVIESS | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR03004312400 | ||||||
| Estimate Nbr | 0002 | Period | 09/06/2024 TO 11/14/2024 | |||||||
| Contractor | SCOTT AND MURPHY INC | |||||||||
| Project | BR03004312400 | Fed/State Project Number | STP BRZ 9030 (451) | 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 | BR03004312400 | Fed/State Project Number | STP BRZ 9030 (451) | Category | 0001 BRIDGE - 030B00049N | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 964.00 | 964.000 | 0.000 | 0.000 | 46.85 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,417.00 | 1,417.000 | 0.000 | 0.000 | 107.43 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 204.00 | 204.000 | 0.000 | 0.000 | 133.78 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0040 | CULVERT PIPE-18 IN | 00462 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0045 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0050 | CURB BOX INLET TYPE B | 01480 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0055 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 15.36 | 0.00 | |||
| 0060 | ROADWAY EXCAVATION | 02200 | CUYD | 953.00 | 953.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 0065 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 85.72 | 0.00 | |||
| 0070 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,193.65 | 0.00 | |||
| 0075 | REMOVE GUARDRAIL | 02381 | LF | 1,340.00 | 1,340.000 | 0.000 | 0.000 | 3.22 | 0.00 | |||
| 0080 | CHANNEL LINING CLASS II | 02483 | TON | 19.00 | 19.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0085 | CLEARING AND GRUBBING APPROX. LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 108,276.00 | 0.00 | |||
| 0090 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0095 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 85,694.00 | 0.00 | |||
| 0100 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,079.00 | 0.00 | |||
| 0105 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0110 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 20.00 | 20.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0115 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,180.00 | 0.00 | |||
| 0120 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 620,000.00 | 0.00 | |||
| 0125 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,040.00 | 1,040.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 0130 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 383.25 | 383.250 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0135 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 845.00 | 845.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0140 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 845.00 | 845.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0145 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 964.00 | 964.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 0150 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 964.00 | 964.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 0155 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 308,475.00 | 0.00 | |||
| 0160 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 608.00 | 608.000 | 0.000 | 0.000 | 53.00 | 0.00 | |||
| 0165 | TEST PILES | 08033 | LF | 690.00 | 690.000 | 0.000 | 0.000 | 128.83 | 0.00 | |||
| 0170 | PILES-STEEL HP14X89 | 08051 | LF | 9,225.00 | 9,225.000 | 0.000 | 0.000 | 102.22 | 0.00 | |||
| 0175 | CONCRETE-CLASS A | 08100 | CUYD | 724.00 | 724.000 | 0.000 | 0.000 | 906.38 | 0.00 | |||
| 0180 | CONCRETE-CLASS AA | 08104 | CUYD | 833.00 | 833.000 | 0.000 | 0.000 | 989.79 | 0.00 | |||
| 0185 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 386.00 | 386.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 0190 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 805.00 | 805.000 | 0.000 | 0.000 | 87.00 | 0.00 | |||
| 0195 | MECHANICAL REINF COUPLER #6 EPOXY COATED | 08141 | EACH | 1,013.00 | 1,013.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0200 | STEEL REINFORCEMENT | 08150 | LB | 76,144.00 | 76,144.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0205 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 257,490.00 | 257,490.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0210 | APPROACH SLAB | 08500 | SQYD | 250.93 | 250.930 | 0.000 | 0.000 | 585.00 | 0.00 | |||
| 0215 | OBJECT MARKER TY 3 | 20191ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 62.54 | 0.00 | |||
| 0220 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 763.24 | 0.00 | |||
| 0225 | TEMP CRASH CUSHION | 20738NS112 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0230 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 19,550.94 | 0.00 | |||
| 0235 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 650.00 | 650.000 | 0.000 | 0.000 | 34.89 | 0.00 | |||
| 0240 | DYNAMIC PILE TESTING | 23233EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 7,533.33 | 0.00 | |||
| 0245 | CONCRETE SEALING | 23378EC | SQFT | 60,387.33 | 60,387.330 | 0.000 | 0.000 | 2.45 | 0.00 | |||
| 0250 | PPC I-BEAM TYPE HN 42-49 | 23981EC | LF | 2,504.00 | 2,504.000 | 0.000 | 0.000 | 738.84 | 0.00 | |||
| 0255 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 161.96 | 0.00 | |||
| 0260 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 852.00 | 852.000 | 0.000 | 0.000 | 131.79 | 0.00 | |||
| 0265 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,804.01 | 0.00 | |||
| 8000 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | BR03004312400 | Fed/State Project Number | STP BRZ 9030 (451) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0270 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 370,530.00 | 0.00 | |||
| 0275 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 115,000.00 | 0.00 | |||
| SUBTOT | $0.00 |
$0.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0170-1-0I |
PILES | LF |
6,215.00 | 0001 | $60.600000 | $357,797.55 | ||||||
0170-2-0I |
PILES | LF |
3,320.00 | 0002 | $58.830280 | 185,550.70 | $185,550.70 | |||||
| SUBTOT | $543,348.25 |
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