|
Report_Id: 235310 Est NO 0001 |
Date:04/15/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 235310 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12340) Smith, Brittany A. | ||||||
| Contractor | CENTRAL BRIDGE CO LLC | ADDR SN 0 VC Code KY0018903 | |||||
| 1256 MANCHESTER ST PO BOX 4277 | |||||||
| LEXINGTON , KY , 40504 | |||||||
| Pay Period | 01/24/2024 TO 04/05/2024 | ||||||
| Date Approved | 04/14/2024 | ||||||
| Primary Proj Number | BR06718622301 | ||||||
| Project No. | STP BRZ 9030 (412), STP BRZ 9030 (413) | ||||||
| Primary County | LETCHER | ||||||
| Name of Road | KY 1862 | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGE ON KY-1862 OVER PINE CREEK (B RIDGE 067B00118N) | ||||||
| Date Let | 12/14/2023 | Formal Acceptance | |||||
| Date Awarded | 12/21/2023 | Date Work Began | 03/28/2024 | ||||
| Date Contract Executed | 01/24/2024 | Open To Traffic | |||||
| Date NTP Issued | 01/24/2024 | Actual Completion Date | |||||
| Current Contract Amount | $1,099,437.37 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,099,437.37 |
Total Earnings | $40,750.00 |
$0.00 |
$40,750.00 |
|
| Percent Complete | 6.18 |
Stockpiled Materials | $27,156.23 |
$0.00 |
$27,156.23 |
|
| Funds Available | $1,031,531.14 |
Gross Earnings | $67,906.23 |
$0.00 |
$67,906.23 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $67,906.23 |
$0.00 |
$67,906.23 |
|||
| Contract Id | 235310 | Change Order Summary |
County | LETCHER | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (412), STP BRZ 9030 (413) | |||||||
| Contractor | CENTRAL BRIDGE CO LLC | Period | 01/24/2024 TO 04/05/2024 | |||||||
| 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 | 235310 | COMMONWEALTH OF KENTUCKY |
County | LETCHER | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR06718622301 | ||||||
| Estimate Nbr | 0001 | Period | 01/24/2024 TO 04/05/2024 | |||||||
| Contractor | CENTRAL BRIDGE CO LLC | |||||||||
| Project | BR06718622300 | Fed/State Project Number | STP BRZ 9030 (412) | Category | 0001 BRIDGE - 067B00113N | |||||||
| 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 | 307.00 | 307.000 | 0.000 | 0.000 | 41.75 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 21.00 | 21.000 | 0.000 | 0.000 | 104.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 0.70 | 0.700 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 245.00 | 245.000 | 0.000 | 0.000 | 243.50 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 60.00 | 60.000 | 0.000 | 0.000 | 283.65 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0040 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 15.23 | 0.00 | |||
| 0045 | ROADWAY EXCAVATION | 02200 | CUYD | 423.00 | 423.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 0050 | REMOVE & RESET FENCE | 02267 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 69.52 | 0.00 | |||
| 0055 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 97.00 | 97.000 | 0.000 | 0.000 | 42.91 | 0.00 | |||
| 0060 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 83.94 | 0.00 | |||
| 0065 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,344.10 | 0.00 | |||
| 0070 | CHANNEL LINING CLASS IA | 02482 | TON | 25.00 | 25.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0075 | CLEARING AND GRUBBING APPROX. LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 0080 | EDGE KEY | 02585 | LF | 55.00 | 55.000 | 0.000 | 0.000 | 67.00 | 0.00 | |||
| 0085 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 70.00 | 70.000 | 0.000 | 0.000 | 8.27 | 0.00 | |||
| 0090 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,000.00 | 0.00 | |||
| 0095 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0100 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0105 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0110 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0115 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 18.00 | 18.000 | 0.000 | 0.000 | 100.97 | 0.00 | |||
| 0120 | STEEL POST TYPE 1 | 06410 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 81.86 | 0.00 | |||
| 0125 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,553.00 | 1,553.000 | 0.000 | 0.000 | 0.70 | 0.00 | |||
| 0130 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,000.00 | 0.00 | |||
| 0135 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 732.00 | 732.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0140 | TEST PILES | 08033 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0145 | PRE-DRILLING FOR PILES | 08039 | LF | 52.00 | 52.000 | 0.000 | 0.000 | 505.00 | 0.00 | |||
| 0150 | PILES-STEEL HP12X53 | 08046 | LF | 99.00 | 99.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0155 | PILE POINTS-12 IN | 08094 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0160 | CONCRETE-CLASS A | 08100 | CUYD | 45.40 | 45.400 | 0.000 | 0.000 | 1,071.00 | 0.00 | |||
| 0165 | CONCRETE-CLASS AA | 08104 | CUYD | 37.80 | 37.800 | 0.000 | 0.000 | 1,540.00 | 0.00 | |||
| 0170 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 7,696.00 | 7,696.000 | 0.000 | 0.000 | 2.54 | 0.00 | |||
| 0175 | PRECAST PC BOX BEAM CB33-48 | 08665 | LF | 437.50 | 437.500 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0180 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,294.46 | 0.00 | |||
| 0185 | REMOVE SIGN | 21373ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 89.38 | 0.00 | |||
| 0190 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0195 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 106.00 | 106.000 | 0.000 | 0.000 | 46.22 | 0.00 | |||
| 0200 | CONCRETE SEALING | 23378EC | SQFT | 2,958.00 | 2,958.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0205 | G/R STEEL W BEAM-S FACE (NESTED) | 24381EC | LF | 38.00 | 38.000 | 0.000 | 0.000 | 58.65 | 0.00 | |||
| 0210 | BARCODE SIGN INVENTORY | 24631EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 89.38 | 0.00 | |||
| 0215 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 163.00 | 163.000 | 0.000 | 0.000 | 224.38 | 0.00 | |||
| Project | BR06718622300 | Fed/State Project Number | STP BRZ 9030 (412) | Category | 0002 DEMOBILIZATION AND/OR MOBILIZATION | |||||||
| 0220 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,125.00 | 0.00 | |||
| SUBTOT | $0.00 |
$0.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR06718622301 | Fed/State Project Number | STP BRZ 9030 (413) | Category | 0001 BRIDGE - 067B00118N | |||||||
| 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 | |
| 0225 | DGA BASE | 00001 | TON | 232.00 | 232.000 | 0.000 | 0.000 | 41.75 | 0.00 | |||
| 0230 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 126.00 | 126.000 | 0.000 | 0.000 | 316.75 | 0.00 | |||
| 0235 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0240 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0245 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 15.23 | 0.00 | |||
| 0250 | ROADWAY EXCAVATION | 02200 | CUYD | 58.00 | 58.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0255 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 74.21 | 0.00 | |||
| 0260 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 83.94 | 0.00 | |||
| 0265 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,644.10 | 0.00 | |||
| 0270 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,860.72 | 0.00 | |||
| 0275 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 81.42 | 0.00 | |||
| 0280 | CLEARING AND GRUBBING APPROX. LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0285 | CONCRETE-CLASS B | 02555 | CUYD | 1.40 | 1.400 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0290 | EDGE KEY | 02585 | LF | 51.00 | 51.000 | 0.000 | 0.000 | 67.00 | 0.00 | |||
| 0295 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 14.00 | 14.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0300 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 14,000.00 | 1,400.00 | 1,400.00 | |
| 0305 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.600 | 0.000 | 0.600 | 30,000.00 | 18,000.00 | 18,000.00 | |
| 0310 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0315 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 3,500.00 | 350.00 | 350.00 | |
| 0320 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 57.60 | 57.600 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0325 | TEMP SIGNAL | 04935 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0330 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 9.00 | 9.000 | 0.000 | 0.000 | 160.56 | 0.00 | |||
| 0335 | STEEL POST TYPE 1 | 06410 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 69.52 | 0.00 | |||
| 0340 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 215.00 | 215.000 | 0.000 | 0.000 | 0.70 | 0.00 | |||
| 0345 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,000.00 | 0.00 | |||
| 0350 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0355 | CONCRETE-CLASS A | 08100 | CUYD | 4.12 | 4.120 | 0.000 | 0.000 | 3,400.00 | 0.00 | |||
| 0360 | CONCRETE-CLASS AA | 08104 | CUYD | 9.95 | 9.950 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0365 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,942.00 | 1,942.000 | 0.000 | 0.000 | 3.37 | 0.00 | |||
| 0370 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 21,000.00 | 21,000.00 | 21,000.00 | |
| 0375 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 340.00 | 0.00 | |||
| 0380 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0385 | CONCRETE SEALING | 23378EC | SQFT | 820.00 | 820.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0390 | BRIDGE RAIL | 23539EC | LF | 60.00 | 60.000 | 0.000 | 0.000 | 285.22 | 0.00 | |||
| 0395 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 30.00 | 30.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0400 | BARCODE SIGN INVENTORY | 24631EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 89.38 | 0.00 | |||
| 0405 | CONCRETE COATING APPROX 298 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| Project | BR06718622301 | Fed/State Project Number | STP BRZ 9030 (413) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0410 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,125.00 | 0.00 | |||
| SUBTOT | $40,750.00 |
$40,750.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0375-1-0I |
BOX BEAM, CB | LF |
150.00 | 0001 | $190.570000 | 27,156.23 | $27,156.23 | |||||
| SUBTOT | $27,156.23 |
|||||||||||