Report_Id: 235307 Est NO 0002 |
Date:02/05/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 235307 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
District Office | MANCHESTER (11300) Nicholson, Robert C. | ||||||
Contractor | IRVINE CONTRACTING LIMITED LIABILITY COMPANY | ADDR SN 0 VC Code KY0026324 | |||||
3637 E LAUREL ROAD | |||||||
LONDON , KY , 40741 | |||||||
Pay Period | 01/01/2024 TO 01/12/2024 | ||||||
Date Approved | 01/22/2024 | ||||||
Primary Proj Number | BR06314142300 | ||||||
Project No. | STP BRZ 9030 (410) | ||||||
Primary County | LAUREL | ||||||
Name of Road | CR 1414 | ||||||
Description | ADDRESS DEFICIENCIES OF MT ZION CHURCH ROAD OVER SOUTH FORK OF ROCKCASTLE RIVER (063C00044N) | ||||||
Date Let | 10/26/2023 | Formal Acceptance | |||||
Date Awarded | 11/03/2023 | Date Work Began | |||||
Date Contract Executed | 12/05/2023 | Open To Traffic | |||||
Date NTP Issued | 12/05/2023 | Actual Completion Date | |||||
Current Contract Amount | $1,175,323.18 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $1,175,323.18 |
Total Earnings | $42,555.96 |
$27,000.00 |
$15,555.96 |
|
Percent Complete | 3.62 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $1,132,767.22 |
Gross Earnings | $42,555.96 |
$27,000.00 |
$15,555.96 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $42,555.96 |
$27,000.00 |
$15,555.96 |
|||
Contract Id | 235307 | Change Order Summary |
County | LAUREL | ||||||
Estimate Nbr | 0002 | Project Number | STP BRZ 9030 (410) | |||||||
Contractor | IRVINE CONTRACTING LIMITED LIABILITY COMPANY | Period | 01/01/2024 TO 01/12/2024 | |||||||
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 | 235307 | COMMONWEALTH OF KENTUCKY |
County | LAUREL | ||||||
Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR06314142300 | ||||||
Estimate Nbr | 0002 | Period | 01/01/2024 TO 01/12/2024 | |||||||
Contractor | IRVINE CONTRACTING LIMITED LIABILITY COMPANY | |||||||||
Project | BR06314142300 | Fed/State Project Number | STP BRZ 9030 (410) | 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 | BR06314142300 | Fed/State Project Number | STP BRZ 9030 (410) | Category | 0001 BRIDGE - 063C00044N | |||||||
0005 | DGA BASE | 00001 | TON | 745.00 | 745.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
0010 | TRAFFIC BOUND BASE | 00020 | TON | 46.00 | 46.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 11.80 | 11.800 | 0.000 | 0.000 | 1,361.44 | 0.00 | |||
0020 | ASPHALT SEAL COAT | 00103 | TON | 1.40 | 1.400 | 0.000 | 0.000 | 2,635.72 | 0.00 | |||
0025 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 340.00 | 340.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 99.00 | 99.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 2.00 | 2.000 | 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 | 15.47 | 0.00 | |||
0045 | REMOVE PAVEMENT | 02091 | SQYD | 430.00 | 430.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
0050 | EMBANKMENT IN PLACE | 02230 | CUYD | 2,208.00 | 2,208.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
0055 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 254.00 | 254.000 | 0.000 | 0.000 | 40.33 | 0.00 | |||
0060 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 83.48 | 0.00 | |||
0065 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,330.44 | 0.00 | |||
0070 | REMOVE GUARDRAIL | 02381 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 18.82 | 0.00 | |||
0075 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 50,000.00 | 25,000.00 | |||
0080 | EDGE KEY | 02585 | LF | 33.00 | 33.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
0085 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 15,000.00 | 1,500.00 | |||
0090 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,710.00 | 0.00 | |||
0095 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 5,000.00 | 500.00 | |||
0100 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
0105 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 33.00 | 33.000 | 0.000 | 0.000 | 109.55 | 0.00 | |||
0110 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 18.00 | 18.000 | 0.000 | 0.000 | 82.54 | 0.00 | |||
0115 | STEEL POST TYPE 1 | 06410 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 66.63 | 0.00 | |||
0120 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 30.00 | 30.000 | 0.000 | 0.000 | 428.00 | 0.00 | |||
0125 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 133,000.00 | 0.00 | |||
0130 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 454.00 | 454.000 | 246.920 | 0.000 | 246.920 | 63.00 | 15,555.96 | 15,555.96 | |
0135 | TEST PILES | 08033 | LF | 55.00 | 55.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0140 | PRE-DRILLING FOR PILES | 08039 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 575.00 | 0.00 | |||
0145 | PILES-STEEL HP12X53 | 08046 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 121.00 | 0.00 | |||
0150 | PILE POINTS-12 IN | 08094 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 132.50 | 0.00 | |||
0155 | CONCRETE-CLASS A | 08100 | CUYD | 166.00 | 166.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
0160 | CONCRETE-CLASS AA | 08104 | CUYD | 52.00 | 52.000 | 0.000 | 0.000 | 1,060.00 | 0.00 | |||
0165 | STEEL REINFORCEMENT | 08150 | LB | 15,374.00 | 15,374.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
0170 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 18,393.00 | 18,393.000 | 0.000 | 0.000 | 2.70 | 0.00 | |||
0175 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 575.00 | 575.000 | 0.000 | 0.000 | 295.00 | 0.00 | |||
0180 | REMOVE SIGN | 21373ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 341.89 | 0.00 | |||
0185 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
0190 | CONCRETE SEALING | 23378EC | SQFT | 5,015.00 | 5,015.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0195 | BARCODE SIGN INVENTORY | 24631EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 42.74 | 0.00 | |||
0200 | OBJECT MARKER TYPE 4 | 24805ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 692.50 | 0.00 | |||
0205 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 288.00 | 288.000 | 0.000 | 0.000 | 244.62 | 0.00 | |||
Project | BR06314142300 | Fed/State Project Number | STP BRZ 9030 (410) | Category | 0002 MOBILIZATION AND/OR DEMOBILIZATION | |||||||
0210 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,933.00 | 0.00 | |||
SUBTOT | $15,555.96 |
$42,555.96 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |