Report_Id: 235318 Est NO 0005 |
Date:02/19/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 235318 | Estimate Number | 0005 | Estimate Type | PROGRESS | ||
District Office | PADUCAH (01320) Hart, Austin P. | ||||||
Contractor | CAMBRY CONTRACTING INC | ADDR SN 0 VC Code KY0017339 | |||||
P O BOX 40 | |||||||
MORGANTOWN , KY , 42261 | |||||||
Pay Period | 12/15/2023 TO 12/31/2023 | ||||||
Date Approved | 02/05/2024 | ||||||
Primary Proj Number | BR02801202300 | ||||||
Project No. | STP BRZ 9030 (423) | ||||||
Primary County | CRITTENDEN | ||||||
Name of Road | KY 120 OVER SLOUGH OF TRADWATER RIVER | ||||||
Description | ADDRESS DEFICIENCIES OF KY 120 OVER SLOUGH OF TRADEWATER RIV ER (028B00010N) | ||||||
Date Let | 08/24/2023 | Formal Acceptance | |||||
Date Awarded | 09/01/2023 | Date Work Began | 10/23/2023 | ||||
Date Contract Executed | 09/28/2023 | Open To Traffic | |||||
Date NTP Issued | 09/28/2023 | Actual Completion Date | 12/15/2023 | ||||
Current Contract Amount | $727,224.49 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $727,224.49 |
Total Earnings | $674,675.03 |
$596,217.72 |
$78,457.31 |
|
Percent Complete | 92.77 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $52,549.46 |
Gross Earnings | $674,675.03 |
$596,217.72 |
$78,457.31 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $674,675.03 |
$596,217.72 |
$78,457.31 |
|||
Contract Id | 235318 | Change Order Summary |
County | CRITTENDEN | ||||||
Estimate Nbr | 0005 | Project Number | STP BRZ 9030 (423) | |||||||
Contractor | CAMBRY CONTRACTING INC | Period | 12/15/2023 TO 12/31/2023 | |||||||
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 | 235318 | COMMONWEALTH OF KENTUCKY |
County | CRITTENDEN | ||||||
Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR02801202300 | ||||||
Estimate Nbr | 0005 | Period | 12/15/2023 TO 12/31/2023 | |||||||
Contractor | CAMBRY CONTRACTING INC | |||||||||
Project | BR02801202300 | Fed/State Project Number | STP BRZ 9030 (423) | 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 | BR02801202300 | Fed/State Project Number | STP BRZ 9030 (423) | Category | 0001 BRIDGE - 028B00010N | |||||||
0005 | CRUSHED STONE BASE | 00003 | TON | 234.00 | 234.000 | 49.550 | 49.550 | 59.70 | 2,958.13 | |||
0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 1,250.21 | 0.00 | |||
0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,226.01 | 0.00 | |||
0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 237.00 | 237.000 | 100.600 | 100.600 | 187.23 | 18,835.33 | |||
0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 56.00 | 56.000 | 149.980 | 149.980 | 248.00 | 37,195.04 | |||
0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 807.34 | 807.34 | 807.34 | |
0035 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 8.00 | 8.000 | 5.000 | 0.000 | 5.000 | 14.66 | 73.30 | 73.30 | |
0040 | ROADWAY EXCAVATION | 02200 | CUYD | 265.00 | 265.000 | 265.000 | 0.000 | 265.000 | 20.00 | 5,300.00 | 5,300.00 | |
0045 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 250.00 | 250.000 | 162.500 | 0.000 | 162.500 | 51.39 | 8,350.87 | 8,350.87 | |
0050 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 4,240.73 | 8,481.46 | 8,481.46 | |
0055 | REMOVE GUARDRAIL | 02381 | LF | 290.00 | 290.000 | 290.000 | 290.000 | 4.20 | 1,218.00 | |||
0060 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 284.50 | 0.00 | |||
0065 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 268.18 | 0.00 | |||
0070 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
0075 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 44.000 | 0.000 | 44.000 | 34.82 | 1,532.08 | 1,532.08 | |
0080 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 5,000.00 | 1,250.00 | 5,000.00 | |
0085 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
0090 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 6,159.75 | 6,159.75 | 6,159.75 | |
0095 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 25.00 | 25.000 | 25.000 | 0.000 | 25.000 | 53.84 | 1,346.00 | 1,346.00 | |
0100 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
0105 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 58,000.00 | 58,000.00 | |||
0110 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 56.00 | 56.000 | 56.000 | 56.000 | 80.00 | 4,480.00 | |||
0115 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 760.00 | 760.000 | 1,348.000 | 0.000 | 1,348.000 | 2.50 | 3,370.00 | 3,370.00 | |
0120 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
0125 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 902.00 | 902.000 | 480.280 | 480.280 | 45.00 | 21,612.60 | |||
0130 | TEST PILES | 08033 | LF | 170.00 | 170.000 | 170.000 | 170.000 | 200.00 | 34,000.00 | |||
0135 | PILES-STEEL HP12X53 (REVISED 8-21-2023) | 08046 | LF | 643.00 | 643.000 | 645.050 | 645.050 | 50.00 | 32,252.50 | |||
0140 | PILE POINTS-12 IN (REVISED 8-21-2023) | 08094 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 125.00 | 1,250.00 | |||
0145 | CONCRETE-CLASS A | 08100 | CUYD | 44.00 | 44.000 | 44.000 | 44.000 | 1,000.00 | 44,000.00 | |||
0150 | CONCRETE-CLASS AA | 08104 | CUYD | 46.00 | 46.000 | 46.000 | 46.000 | 1,200.00 | 55,200.00 | |||
0155 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 9,434.00 | 9,434.000 | 9,434.000 | 9,434.000 | 1.65 | 15,566.10 | |||
0160 | PRECAST PC BOX BEAM CB33-48 | 08665 | LF | 574.00 | 574.000 | 574.000 | 574.000 | 350.00 | 200,900.00 | |||
0165 | OBJECT MARKER TY 3 | 20191ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 69.35 | 0.00 | |||
0170 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
0175 | CONCRETE SEALING | 23378EC | SQFT | 3,409.00 | 3,409.000 | 3,409.000 | 0.000 | 3,409.000 | 1.50 | 5,113.50 | 5,113.50 | |
0180 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 150.00 | 150.000 | 162.500 | 0.000 | 162.500 | 225.68 | 36,673.00 | 36,673.00 | |
Project | BR02801202300 | Fed/State Project Number | STP BRZ 9030 (423) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0185 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,908.37 | 0.00 | |||
SUBTOT | $78,457.30 |
$674,675.01 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |