Report_Id: 201018 Est NO 0009 |
Date:10/26/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 201018 | Estimate Number | 0009 | Estimate Type | PROGRESS | ||
District Office | PADUCAH (01300) Leonard, Jordan A. | ||||||
Contractor | INTECH CONTRACTING LLC | ADDR SN 0 VC Code KY0036486 | |||||
3131 CUSTER DR | |||||||
SUITE 8 | |||||||
LEXINGTON , KY , 40517 | |||||||
Pay Period | 09/18/2020 TO 10/01/2020 | ||||||
Date Approved | 10/09/2020 | ||||||
Primary Proj Number | DE00400512019 | ||||||
Project No. | NHPP 0511 (050), FE02 004 0051 007-009 | ||||||
Primary County | BALLARD | ||||||
Name of Road | US-51 | ||||||
Description | BRIDGE REPAIRS ON US-51 CAIRO BRIDGE OVER THE OHIO RIVER | ||||||
Date Let | 04/24/2020 | Formal Acceptance | |||||
Date Awarded | 05/06/2020 | Date Work Began | 06/08/2020 | ||||
Date Contract Executed | 05/06/2020 | Open To Traffic | |||||
Date NTP Issued | 06/02/2020 | Actual Completion Date | |||||
Current Contract Amount | $8,060,092.41 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $8,060,092.41 |
Total Earnings | $6,466,146.53 |
$5,618,820.45 |
$847,326.08 |
|
Percent Complete | 80.22 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $1,593,945.88 |
Gross Earnings | $6,466,146.53 |
$5,618,820.45 |
$847,326.08 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $6,466,146.53 |
$5,618,820.45 |
$847,326.08 |
|||
Contract Id | 201018 | Change Order Summary |
County | BALLARD | ||||||
Estimate Nbr | 0009 | Project Number | NHPP 0511 (050), FE02 004 0051 007-009 | |||||||
Contractor | INTECH CONTRACTING LLC | Period | 09/18/2020 TO 10/01/2020 | |||||||
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 | 201018 | COMMONWEALTH OF KENTUCKY |
County | BALLARD | ||||||
Contract Type | JPCD JPC PAVEMENT REPAIRS - DIAMOND GRINDING | TRANSPORTATION CABINET |
Primary Project Number | DE00400512019 | ||||||
Estimate Nbr | 0009 | Period | 09/18/2020 TO 10/01/2020 | |||||||
Contractor | INTECH CONTRACTING LLC | |||||||||
Project | DE00400512018 | Fed/State Project Number | NHPP 0511 (050) | Category | 0001 PAVING | |||||||
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 | 3,006.00 | 3,006.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
0010 | TRAFFIC BOUND BASE | 00020 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 339.00 | 0.00 | |||
0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 177.00 | 177.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
0020 | ASPHALT SEAL COAT | 00103 | TON | 22.00 | 22.000 | 7.530 | 7.530 | 925.00 | 6,965.25 | |||
0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 432.00 | 432.000 | 336.220 | 336.220 | 125.00 | 42,027.50 | |||
0030 | JPC PAVEMENT-8 IN | 02084 | SQYD | 31,487.00 | 31,487.000 | 31,395.180 | 31,395.180 | 66.00 | 2,072,081.88 | |||
0035 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,600.00 | 2,600.00 | |||
0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 7,819.00 | 7,819.000 | 7,819.000 | 7,819.000 | 28.00 | 218,932.00 | |||
0045 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 18,692.00 | 18,692.000 | 18,692.000 | 0.000 | 18,692.000 | 0.29 | 5,420.68 | 5,420.68 | |
0050 | MILLING CONCRETE PAVEMENT | 24493EX | SQYD | 260.00 | 260.000 | 260.000 | 260.000 | 18.00 | 4,680.00 | |||
Project | DE00400512018 | Fed/State Project Number | NHPP 0511 (050) | Category | 0002 ROADWAY | |||||||
0055 | ISLAND INTEGRAL CURB | 01845 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 68.00 | 6,800.00 | |||
0060 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 58.00 | 58.000 | 58.000 | 58.000 | 7.00 | 406.00 | |||
0065 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 500.00 | 5,000.00 | |||
0070 | ROADWAY EXCAVATION | 02200 | CUYD | 83.00 | 83.000 | 83.000 | 0.000 | 83.000 | 120.00 | 9,960.00 | 9,960.00 | |
0075 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,575.00 | 3,575.000 | 3,575.000 | 3,575.000 | 16.00 | 57,200.00 | |||
0080 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 50.00 | 150.00 | |||
0085 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,600.00 | 10,400.00 | |||
0090 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,450.00 | 7,350.00 | |||
0095 | REMOVE GUARDRAIL | 02381 | LF | 3,697.00 | 3,697.000 | 3,697.000 | 3,697.000 | 1.50 | 5,545.50 | |||
0100 | CHANNEL LINING CLASS II | 02483 | TON | 100.00 | 100.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
0105 | TEMPORARY SIGNS | 02562 | SQFT | 250.00 | 250.000 | 250.000 | 250.000 | 22.00 | 5,500.00 | |||
0110 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 300,000.00 | 75,000.00 | 300,000.00 | |
0115 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
0120 | TEMP SILT FENCE | 02701 | LF | 18,700.00 | 18,700.000 | 0.000 | 0.000 | 1.30 | 0.00 | |||
0125 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 120,000.00 | 120,000.00 | |||
0130 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
0135 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
0140 | FLEXIBLE DELINEATOR POST-B/W | 06403 | EACH | 120.00 | 120.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
0145 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 37,472.00 | 37,472.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
0150 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 3,000.00 | 3,000.000 | 1,625.000 | 1,625.000 | 1.60 | 2,600.00 | |||
0155 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,000.00 | 1,000.000 | 786.000 | 786.000 | 1.30 | 1,021.80 | |||
0160 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,500.00 | 1,500.000 | 250.000 | 250.000 | 1.30 | 325.00 | |||
0165 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 18,692.00 | 18,692.000 | 19,193.200 | 19,193.200 | 5.00 | 95,966.00 | |||
0170 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 6,657.00 | 6,657.000 | 6,952.400 | 6,952.400 | 5.00 | 34,762.00 | |||
0175 | FUEL ADJUSTMENT | 10020NS | DOLL | 1,291.00 | 1,291.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0180 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 18,692.00 | 18,692.000 | 18,692.000 | 18,692.000 | 1.00 | 18,692.00 | |||
0185 | INLAID PAVEMENT MARKER | 24489EC | EACH | 117.00 | 117.000 | 66.000 | 92.000 | 158.000 | 55.00 | 3,630.00 | 8,690.00 | |
0190 | REMOVE FLUME | 24894EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
Project | DE00400512018 | Fed/State Project Number | NHPP 0511 (050) | Category | 0003 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0195 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 189,150.00 | 189,150.00 | |||
0200 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 56,762.01 | 0.00 | |||
SUBTOT | $94,010.68 |
$3,247,225.61 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |
Project | DE00400512019 | Fed/State Project Number | FE02 004 0051 007-009 | Category | 0001 ROADWAY | |||||||
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 | |
0205 | RELOCATE WATER-FILLED BARRIERS | 02004 | LF | 8,492.00 | 8,492.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
0210 | WATER-FILLED BARRIERS | 02005 | LF | 2,670.00 | 2,670.000 | 210.000 | 210.000 | 40.00 | 8,400.00 | |||
0215 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 150.00 | 1,200.00 | |||
0220 | TEMPORARY SIGNS | 02562 | SQFT | 1,136.00 | 1,136.000 | 1,136.000 | 1,136.000 | 7.00 | 7,952.00 | |||
0225 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 150,000.00 | 112,500.00 | |||
0230 | TRUCK MOUNTED ATTENUATOR | 02654 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 15,000.00 | 30,000.00 | |||
0235 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
0240 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 5,892.00 | 5,892.000 | 2,265.000 | 2,265.000 | 0.30 | 679.50 | |||
0245 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 144.00 | 144.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0250 | RELOCATE TEMPORARY SIGNALS | 25072EC | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 20,000.00 | 10,000.00 | 20,000.00 | |
0340 | PORTABLE CHANGEABLE MESSAGE SIGN (ADDED: 4-21-20) | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
0345 | ARROW PANEL (ADDED: 4-21-20) | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0350 | RAILROAD COORDINATION (ADDED: 4-21-20) | 24665EX | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
Project | DE00400512019 | Fed/State Project Number | FE02 004 0051 007-009 | Category | 0002 BRIDGE- US-51 OVER OHIO RIVER - DRAWING NO 28288 | |||||||
0255 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 405.00 | 405.000 | 202.500 | 202.500 | 1,025.00 | 207,562.50 | |||
0260 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 23.00 | 23.000 | 23.000 | 23.000 | 125.00 | 2,875.00 | |||
0265 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 191.00 | 191.000 | 191.000 | 191.000 | 155.00 | 29,605.00 | |||
0270 | CONCRETE-CLASS M 1 | 08106 | CUYD | 41.00 | 41.000 | 21.000 | 21.000 | 3,100.00 | 65,100.00 | |||
0275 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 76.00 | 76.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
0280 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 9,930.00 | 9,930.000 | 4,965.000 | 4,965.000 | 3.00 | 14,895.00 | |||
0285 | EPOXY SAND SLURRY | 08504 | SQYD | 3,217.00 | 3,217.000 | 819.100 | 1,578.820 | 2,397.920 | 26.00 | 21,296.60 | 62,345.92 | |
0290 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 14,665.00 | 14,665.000 | 3,378.600 | 11,286.400 | 14,665.000 | 10.00 | 33,786.00 | 146,650.00 | |
0295 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 611.00 | 611.000 | 148.440 | 321.220 | 469.660 | 1,800.00 | 267,192.00 | 845,388.00 | |
0300 | BLAST CLEANING | 08549 | SQYD | 3,217.00 | 3,217.000 | 819.100 | 1,578.800 | 2,397.900 | 20.00 | 16,382.00 | 47,958.00 | |
0305 | HYDRODEMOLITION | 08550 | SQYD | 14,665.00 | 14,665.000 | 3,393.300 | 11,271.700 | 14,665.000 | 36.00 | 122,158.80 | 527,940.00 | |
0310 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 261.00 | 261.000 | 352.320 | 352.320 | 1,000.00 | 352,320.00 | |||
0315 | MODULAR EXPANSION JOINT | 24610EC | LF | 113.00 | 113.000 | 56.500 | 0.000 | 56.500 | 5,000.00 | 282,500.00 | 282,500.00 | |
0320 | STEEL REPAIR | 24879EC | EACH | 212.00 | 212.000 | 108.000 | 108.000 | 1,575.00 | 170,100.00 | |||
0325 | BEARING LUBRICATION | 24983EC | EACH | 42.00 | 42.000 | 42.000 | 42.000 | 650.00 | 27,300.00 | |||
0355 | CONC CLASS M FULL DEPTH PATCH (ADDED:4-21-20) | 08526 | CUYD | 147.00 | 147.000 | 16.500 | 16.500 | 1,000.00 | 16,500.00 | |||
Project | DE00400512019 | Fed/State Project Number | FE02 004 0051 007-009 | Category | 0003 MOBILIZATION AND/OR DEMOBILIZATION | |||||||
0330 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 189,150.00 | 189,150.00 | |||
0335 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 56,762.02 | 0.00 | |||
SUBTOT | $753,315.40 |
$6,466,146.53 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |