|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:11/15/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 202992 | Estimate Number | 0038 | Estimate Type FINAL | |||
| District Office | COVINGTON (06300) Johnson, Tyler A. | ||||||
| Contractor | LITHKO RESTORATION TECHNOLOGIES LLC | ADDR SN 0 VC Code KS0000649 | |||||
| 990 N MAIN STREET | |||||||
| MONROE , OH , 45050 | |||||||
| Pay Period | 02/25/2023 TO 10/09/2023 | ||||||
| Date Approved | 10/30/2023 | ||||||
| Primary Proj Number | MB05900172001 | ||||||
| Project No. | STP 8198 (005) | ||||||
| Primary County | KENTON | ||||||
| Name of Road | KY17 (MP 24.155). | ||||||
| Description | BRIDGE OVER OHIO RIVER. | ||||||
| Date Let | 09/25/2020 | Formal Acceptance | 03/13/2023 | ||||
| Date Awarded | 10/05/2020 | Date Work Began | 01/25/2021 | ||||
| Date Contract Executed | 11/09/2020 | Open To Traffic | 10/20/2022 | ||||
| Date NTP Issued | 11/09/2020 | Actual Completion Date | 10/20/2022 | ||||
| Current Contract Amount | $5,774,957.15 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,781,096.12 |
Total Earnings | $5,550,915.65 |
$5,504,780.98 |
$46,134.67 |
|
| Percent Complete | 96.12 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $224,041.50 |
Gross Earnings | $5,550,915.65 |
$5,504,780.98 |
$46,134.67 |
|
| Total Change Orders | $993,861.03 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,550,915.65 |
$5,504,780.98 |
$46,134.67 |
|||
| Contract Id | 202992 | Change Order Summary |
County | KENTON | ||||||
| Estimate Nbr | 0038 | Project Number | STP 8198 (005) | |||||||
| Contractor | LITHKO RESTORATION TECHNOLOGIES LLC | Period | 02/25/2023 TO 10/09/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Extra Work - Buried Beams | Approved | 10/27/2021 | $2,820.64 | 6.0 | |||||
| 002 | ROOFING AND JOINT REPAIRS | Approved | 11/30/2021 | $469,042.35 | 87.0 | |||||
| 003 | Various Extra Work Items | Approved | 05/24/2022 | $49,454.57 | 135.0 | |||||
| 004 | ADMINISTRATIVE SETTLEMENT - WAGE RATE CLAIM | Approved | 08/22/2022 | $124,822.10 | 0.0 | |||||
| 005 | Additional Work | Approved | 11/03/2022 | $347,721.37 | 202.0 | |||||
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 | 202992 | COMMONWEALTH OF KENTUCKY |
County | KENTON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | MB05900172001 | |||||||
| Estimate Nbr | 0038 | Period | 02/25/2023 TO 10/09/2023 | |||||||
| Contractor | LITHKO RESTORATION TECHNOLOGIES LLC | |||||||||
| Project | MB05900172001 | Fed/State Project Number | STP 8198 (005) | 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 | MB05900172001 | Fed/State Project Number | STP 8198 (005) | Category | 0001 BRIDGE | |||||||
| 0005 | PERFORATED PIPE-4 IN | 01000 | LF | 170.00 | 170.000 | 170.000 | 170.000 | 28.22 | 4,797.40 | |||
| 0010 | BARRICADE-TYPE III | 02014 | EACH | 28.00 | 28.000 | 20.000 | 20.000 | 95.84 | 1,916.80 | |||
| 0015 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 580.00 | 580.000 | 580.000 | 580.000 | 197.00 | 114,260.00 | |||
| 0020 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,519.20 | 19,519.20 | |||
| 0025 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 7,092.08 | 28,368.32 | |||
| 0030 | WATERPROOFING MEMBRANE | 03250 | SQYD | 221.00 | 221.000 | 221.000 | 221.000 | 149.08 | 32,946.68 | |||
| 0035 | PVC PIPE-4 IN | 03383 | LF | 6.00 | 6.000 | 12.500 | 12.500 | 181.03 | 2,262.87 | |||
| 0040 | ANCHOR | 04884 | EACH | 1,075.00 | 1,075.000 | 1,075.000 | 1,075.000 | 61.76 | 66,392.00 | |||
| 0045 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 872.00 | 872.000 | 872.000 | 872.000 | 420.63 | 366,789.36 | |||
| 0050 | CONCRETE-CLASS A | 08100 | CUYD | 229.00 | 229.000 | 219.000 | 219.000 | 591.01 | 129,431.19 | |||
| 0055 | CONCRETE-CLASS AA | 08104 | CUYD | 63.00 | 63.000 | 81.000 | 81.000 | 981.82 | 79,527.42 | |||
| 0060 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 24,900.00 | 24,900.000 | -2,093.000 | 29,820.000 | 27,727.000 | 2.56 | -5,358.08 | 70,981.12 | |
| 0065 | JACK & SUPPORT BRIDGE SPAN | 08435 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 67,087.28 | 67,087.28 | |||
| 0070 | BRIDGE HANDRAIL REPAIR | 20377EC | LF | 4.00 | 4.000 | 4.000 | 4.000 | 1,757.05 | 7,028.20 | |||
| 0075 | PAVEMENT REPAIR | 20757ED | SQYD | 68.00 | 68.000 | -19.560 | 127.420 | 107.860 | 883.85 | -17,288.10 | 95,332.06 | |
| 0080 | SAW-CLEAN-RESEAL RANDOM CRACKS | 21173EC | LF | 3,090.00 | 3,090.000 | 3,261.760 | 3,261.760 | 3.35 | 10,926.89 | |||
| 0085 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 1,460.00 | 1,460.000 | 1,071.750 | 1,071.750 | 123.53 | 132,393.27 | |||
| 0090 | CONCRETE SEALING | 23378EC | SQFT | 2,346.00 | 2,346.000 | 2,346.000 | 2,346.000 | 0.80 | 1,876.80 | |||
| 0095 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 100.00 | 100.000 | 0.000 | 0.000 | 79.87 | 0.00 | |||
| 0100 | DRILL HOLES IN STEEL MEMBERS | 24409EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,578.97 | 0.00 | |||
| 0105 | TEMPORARY SHORING | 24423EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 428,187.21 | 428,187.21 | |||
| 0110 | REPAIR ANCHORAGE 2 SEALANT | 24522EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,277.85 | 1,277.85 | |||
| 0115 | REPAIR ROOF SEALANT | 24522EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,497.72 | 8,497.72 | |||
| 0120 | REPAIR ROOFING AND GUTTERS | 24522EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 79,732.70 | 79,732.70 | |||
| 0125 | REPAIR TOWER GUTTER DRAINAGE TROUGH | 24522EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,876.52 | 25,876.52 | |||
| 0130 | REPAIR TOWER SEALANT | 24522EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 51,284.50 | 51,284.50 | |||
| 0135 | DUTCHMAN REPAIR | 24823EC | SQFT | 2,546.00 | 2,546.000 | 1,900.780 | 1,900.780 | 340.76 | 647,709.79 | |||
| 0140 | MASONRY CRACK REPAIR | 24824EC | LF | 457.00 | 457.000 | 240.000 | 240.000 | 106.49 | 25,557.60 | |||
| 0145 | BRIDGE CLEANING NORTH AND SOUTH TOWERS | 24981EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 57,503.38 | 57,503.38 | |||
| 0150 | CONCRETE COATING ANCHORAGES 1 AND 2 | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,825.06 | 16,825.06 | |||
| 0155 | MASONRY PATCHING REPAIR | 25101EC | SQFT | 2,087.00 | 2,087.000 | 2,297.000 | 2,297.000 | 228.95 | 525,898.15 | |||
| 0160 | REMOVAL OF DETERIORATED MASONRY | 25102EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 264,089.60 | 264,089.60 | |||
| 0165 | CONCRETE SLAB EDGE REPAIR | 25103EC | LF | 30.00 | 30.000 | 30.000 | 30.000 | 207.65 | 6,229.50 | |||
| 0170 | GRID DECK WELD REPAIR | 25104ED | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 1,331.10 | 21,297.60 | |||
| 0175 | GRID DECK BAR REPLACEMENT | 25105ED | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 1,384.34 | 16,612.08 | |||
| 0180 | DECK PAN REPLACEMENT | 25106ED | SQFT | 142.00 | 142.000 | 142.000 | 142.000 | 95.84 | 13,609.28 | |||
| 0185 | ZIPPER BOOT | 25107EC | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 21,510.52 | 344,168.32 | |||
| 0190 | SUSPENDER COLLAR REPAIR | 25108ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 42,595.10 | 42,595.10 | |||
| 0195 | ANCHOR BOLT RETROFIT ANCHORAGE | 25109ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,395.97 | 4,791.94 | |||
| 0200 | ANCHOR BOLT RETROFIT TOWER | 25109ED | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,240.58 | 9,924.64 | |||
| 0205 | HANDRAIL SPLICE REPLACEMENT | 25110ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,685.46 | 4,685.46 | |||
| 0210 | TOWER RAIL PATCHING TYPE A | 25111ED | EACH | 55.00 | 55.000 | 56.000 | 56.000 | 372.71 | 20,871.76 | |||
| 0215 | TOWER RAIL PATCHING TYPE B | 25111ED | EACH | 26.00 | 26.000 | 33.000 | 33.000 | 798.66 | 26,355.78 | |||
| 0220 | TOWER RAIL POST REPLACEMENT | 25112ED | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 2,129.75 | 14,908.25 | |||
| 0225 | TOWER RAIL TOP STONE REPLACEMENT | 25113ED | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 9,051.46 | 27,154.38 | |||
| 0230 | WATERPROOF COATING | 25114EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,661.94 | 45,661.94 | |||
| 0235 | COPPER PIPE-4 IN | 25115EC | LF | 58.00 | 58.000 | 58.000 | 58.000 | 228.95 | 13,279.10 | |||
| 0240 | REPOINTING | 26117EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 317,360.31 | 317,360.31 | |||
| 8000 | COST PLUS WORK BURIED STEEL BEAMS | 10080NSD | DOLL | 0.00 | 2,820.640 | 2,820.640 | 2,820.640 | 1.00 | 2,820.64 | |||
| 8001 | REPAIR ROOFING AND GUTTERS - EXTRA WORK | 24522EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 291,713.10 | 291,713.10 | |||
| 8002 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 0.00 | 243.500 | 243.500 | 243.500 | 657.27 | 160,046.25 | |||
| 8003 | EXPANSION DAM-2 IN NEOPRENE | 08470 | LF | 0.00 | 53.000 | 53.000 | 53.000 | 326.09 | 17,283.00 | |||
| 8004 | REPAIR ROOFING AND GUTTER - ANCHORAGE 2 | 24522EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,514.72 | 10,514.72 | |||
| 8005 | COST PLUS WORK ADDITIONAL EXTRADOS ANCHORS | 10080NSD | DOLL | 0.00 | 6,204.690 | 6,204.690 | 6,204.690 | 1.00 | 6,204.69 | |||
| 8006 | COST PLUS WORK VOID UNDER SIDEWALK | 10080NSD | DOLL | 0.00 | 16,633.330 | 16,633.330 | 16,633.330 | 1.00 | 16,633.33 | |||
| 8007 | COST PLUS WORK DETERIORATED ARCHWAY STONE | 10080NSD | DOLL | 0.00 | 1,346.060 | 1,346.060 | 1,346.060 | 1.00 | 1,346.06 | |||
| 8008 | COST PLUS WORK EMBEDDED STEAL BEAM | 10080NSD | DOLL | 0.00 | 1,503.070 | 1,503.070 | 1,503.070 | 1.00 | 1,503.07 | |||
| 8009 | COST PLUS WORK UNANTICAPTED ANCHORAGE 2 CONDITIONS | 10080NSD | DOLL | 0.00 | 13,252.700 | 13,252.700 | 13,252.700 | 1.00 | 13,252.70 | |||
| 8010 | ADMINISTRATIVE SETTLEMENT - WAGE RATE CLAIM | 10104NX | DOLL | 0.00 | 124,822.100 | 124,822.100 | 124,822.100 | 1.00 | 124,822.10 | |||
| 8011 | COST PLUS WORK NORTH TOWER STAIR ANCHOR | 10080NSD | DOLL | 0.00 | 7,140.000 | 7,140.000 | 7,140.000 | 1.00 | 7,140.00 | |||
| 8012 | COST PLUS WORK ANCHORAGE 2 GATE PLATES | 10080NSD | DOLL | 0.00 | 7,980.000 | 7,990.000 | 7,990.000 | 1.00 | 7,990.00 | |||
| 8013 | MOBILIZATION ANCHORAGE 1 | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 14,000.56 | 14,000.56 | |||
| 8014 | COST PLUS WORK NORTH BARREL REPAIR | 10080NSD | DOLL | 0.00 | 20,608.000 | 20,608.000 | 20,608.000 | 1.00 | 20,608.00 | |||
| 8015 | DEMOBILIZATION ANCHORAGE 1 | 02569 | LS | 0.00 | 1.000 | 0.750 | 0.250 | 1.000 | 20,000.81 | 15,000.60 | 20,000.81 | |
| 8016 | MAINTAIN & CONTROL TRAFFIC ANCHORAGE 1 | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,491.36 | 10,491.36 | |||
| 8017 | JACK & SUPPORT BRIDGE SPAN ANCHORAGE 1 | 08435 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 43,316.64 | 43,316.64 | |||
| 8018 | DUTCHMAN REPAIR ANCHORAGE 1 | 24823EC | SQFT | 0.00 | 111.000 | 111.000 | 111.000 | 650.01 | 72,151.11 | |||
| 8019 | MASONRY CRACK REPAIR ANCHORAGE 1 | 24824EC | LF | 0.00 | 22.000 | 22.000 | 22.000 | 135.01 | 2,970.22 | |||
| 8020 | MASONRY PATCHING REPAIR ANCHORAGE 1 | 25101EC | SQFT | 0.00 | 93.000 | 93.000 | 93.000 | 362.01 | 33,666.93 | |||
| 8021 | REPOINTING ANCHORAGE 1 | 24827EC | LF | 0.00 | 1,272.000 | 1,272.000 | 1,272.000 | 34.99 | 44,515.09 | |||
| 8022 | REMOVAL OF DETERIORATED MASONRY ANCHORAGE 1 | 25102EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 20,539.38 | 20,539.38 | |||
| 8023 | EW~ ANCHORAGE 1 GUTTER & DOWNSPOUT | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,100.02 | 6,100.02 | |||
| 8024 | COST PLUS WORK ANCHORAGE 1 BRIDGE SEAT | 10080NSD | DOLL | 0.00 | 42,000.000 | 10,060.430 | 10,060.430 | 1.00 | 10,060.43 | |||
| 8025 | CONCRETE COATING ANCHORAGE 1 | 24982EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,241.25 | 2,241.25 | |||
| Project | MB05900172001 | Fed/State Project Number | STP 8198 (005) | Category | 0002 DEMOBILIZATION | |||||||
| 0245 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 223,494.72 | 223,494.72 | |||
| 0250 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 71,707.00 | 53,780.25 | 71,707.00 | |
| SUBTOT | $46,134.67 |
$5,550,915.58 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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