|
Report_Id: 235305 Est NO 0003 |
Date:03/18/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 235305 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04320) Farmer, Thomas E | ||||||
| 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 | 12/02/2023 TO 02/23/2024 | ||||||
| Date Approved | 03/03/2024 | ||||||
| Primary Proj Number | BR04404872300 | ||||||
| Project No. | STP BRZ 9030 (400), STP BRZ 9030 (408) | ||||||
| Primary County | GREEN | ||||||
| Name of Road | KY 458 | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGE ON KY 487 OVER SOUTH FORK OF RUSSELL CREEK (044B00029N) | ||||||
| Date Let | 04/27/2023 | Formal Acceptance | |||||
| Date Awarded | 05/09/2023 | Date Work Began | |||||
| Date Contract Executed | 06/02/2023 | Open To Traffic | |||||
| Date NTP Issued | 06/02/2023 | Actual Completion Date | |||||
| Current Contract Amount | $1,720,150.58 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,720,150.58 |
Total Earnings | $20,800.00 |
$0.00 |
$20,800.00 |
|
| Percent Complete | 20.74 |
Stockpiled Materials | $335,970.99 |
$335,970.99 |
$0.00 |
|
| Funds Available | $1,363,379.59 |
Gross Earnings | $356,770.99 |
$335,970.99 |
$20,800.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $356,770.99 |
$335,970.99 |
$20,800.00 |
|||
| Contract Id | 235305 | Change Order Summary |
County | GREEN | ||||||
| Estimate Nbr | 0003 | Project Number | STP BRZ 9030 (400), STP BRZ 9030 (408) | |||||||
| Contractor | SCOTT AND MURPHY INC | Period | 12/02/2023 TO 02/23/2024 | |||||||
| 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 | 235305 | COMMONWEALTH OF KENTUCKY |
County | GREEN | ||||||
| Contract Type | BRSP BRIDGE SUPERSTRUCTURE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR04404872300 | ||||||
| Estimate Nbr | 0003 | Period | 12/02/2023 TO 02/23/2024 | |||||||
| Contractor | SCOTT AND MURPHY INC | |||||||||
| Project | BR04404872300 | Fed/State Project Number | STP BRZ 9030 (400) | Category | 0001 BRIDGE - 044B00029N | |||||||
| 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 | 10.00 | 10.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 3.80 | 3.800 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| 0030 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0035 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 280.00 | 0.00 | |||
| 0040 | GRANULAR EMBANKMENT | 02223 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 136.00 | 0.00 | |||
| 0045 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 72.91 | 0.00 | |||
| 0050 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,488.67 | 0.00 | |||
| 0055 | CLEARING AND GRUBBING APPROX. 0.02 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0060 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 23,400.00 | 0.00 | |||
| 0065 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0070 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0075 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,700.00 | 0.00 | |||
| 0080 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 45.60 | 45.600 | 0.000 | 0.000 | 96.00 | 0.00 | |||
| 0085 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 165.00 | 165.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0090 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,390.00 | 0.00 | |||
| 0095 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0100 | CONCRETE-CLASS A | 08100 | CUYD | 4.00 | 4.000 | 0.000 | 0.000 | 4,167.00 | 0.00 | |||
| 0105 | CONCRETE-CLASS AA | 08104 | CUYD | 20.70 | 20.700 | 0.000 | 0.000 | 5,105.00 | 0.00 | |||
| 0110 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 5,757.00 | 5,757.000 | 0.000 | 0.000 | 1.96 | 0.00 | |||
| 0115 | STRUCTURAL STEEL APPROX. 10,930 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 61,200.00 | 0.00 | |||
| 0120 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 36,000.00 | 0.00 | |||
| 0125 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0130 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 131.25 | 131.250 | 0.000 | 0.000 | 38.60 | 0.00 | |||
| 0135 | CONCRETE SEALING | 23378EC | SQFT | 780.00 | 780.000 | 0.000 | 0.000 | 4.19 | 0.00 | |||
| 0140 | GROUT | 23911EC | CUYD | 4.00 | 4.000 | 0.000 | 0.000 | 915.00 | 0.00 | |||
| 0145 | RAIL SYSTEM TYPE T631 | 24896ED | LF | 61.50 | 61.500 | 0.000 | 0.000 | 162.53 | 0.00 | |||
| 0150 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0155 | CONCRETE COATING APPROX. 138 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,720.00 | 0.00 | |||
| 0170 | MOBILIZATION FOR MILL & TEXT (ADDED 4-19-23) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| Project | BR04404872300 | Fed/State Project Number | STP BRZ 9030 (400) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0160 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 38,000.00 | 0.00 | |||
| 0165 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,061.43 | 0.00 | |||
| SUBTOT | $0.00 |
$0.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR11504582300 | Fed/State Project Number | STP BRZ 9030 (408) | Category | 0001 BRIDGE - 115B00045N | |||||||
| 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 | |
| 0170 | DGA BASE | 00001 | TON | 89.00 | 89.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0175 | ASPHALT SEAL AGGREGATE | 00100 | TON | 0.80 | 0.800 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0180 | ASPHALT SEAL COAT | 00103 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0185 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 32.00 | 32.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0190 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0195 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0200 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0205 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 280.00 | 0.00 | |||
| 0210 | ROADWAY EXCAVATION | 02200 | CUYD | 30.00 | 30.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0215 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 381.00 | 381.000 | 0.000 | 0.000 | 34.61 | 0.00 | |||
| 0220 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 72.91 | 0.00 | |||
| 0225 | REMOVE GUARDRAIL | 02381 | LF | 369.00 | 369.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0230 | CLEARING AND GRUBBING APPROX. LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 870.00 | 0.00 | |||
| 0235 | TEMPORARY SIGNS | 02562 | SQFT | 314.00 | 314.000 | 0.000 | 0.000 | 12.72 | 0.00 | |||
| 0240 | EDGE KEY | 02585 | LF | 47.00 | 47.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0245 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 22,000.00 | 0.00 | |||
| 0250 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 900.00 | 1,800.00 | 1,800.00 | |
| 0255 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,700.00 | 0.00 | |||
| 0260 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0265 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0270 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0275 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 134.00 | 134.000 | 0.000 | 0.000 | 73.00 | 0.00 | |||
| 0280 | CONCRETE-CLASS AA | 08104 | CUYD | 154.90 | 154.900 | 0.000 | 0.000 | 1,335.00 | 0.00 | |||
| 0285 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 38,815.00 | 38,815.000 | 0.000 | 0.000 | 1.93 | 0.00 | |||
| 0290 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 95,440.00 | 0.00 | |||
| 0295 | EXPANSION DAM-2 IN NEOPRENE | 08470 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 213.90 | 0.00 | |||
| 0300 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 1,230.10 | 1,230.100 | 0.000 | 0.000 | 310.00 | 0.00 | |||
| 0305 | PRECAST PC BOX BEAM CB33-48 | 08665 | LF | 578.80 | 578.800 | 0.000 | 0.000 | 455.00 | 0.00 | |||
| 0310 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,200.00 | 0.00 | |||
| 0315 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 30.00 | 30.000 | 0.000 | 0.000 | 144.00 | 0.00 | |||
| 0320 | CONCRETE SEALING | 23378EC | SQFT | 10,719.00 | 10,719.000 | 0.000 | 0.000 | 1.84 | 0.00 | |||
| 0325 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 36.00 | 36.000 | 0.000 | 0.000 | 198.00 | 0.00 | |||
| 0330 | CONCRETE COATING Approximately 3001 sq ft | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,300.00 | 0.00 | |||
| 0335 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 518.00 | 518.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| Project | BR11504582300 | Fed/State Project Number | STP BRZ 9030 (408) | Category | 0002 MOBILIZATION AND/OR DEMOBILIZATION | |||||||
| 0340 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 38,000.00 | 19,000.00 | 19,000.00 | |
| 0345 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,061.42 | 0.00 | |||
| SUBTOT | $20,800.00 |
$20,800.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0305-1-0I |
BOX BEAM, CB | LF |
578.74 | 0001 | $222.597350 | $128,825.99 | ||||||
0300-1-0I |
BOX BEAM, B | LF |
1,230.00 | 0002 | $168.410680 | $207,145.00 | ||||||
| SUBTOT | $335,970.99 |
|||||||||||