|
Report_Id: 243017 Est NO 0002 |
Date:07/22/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 243017 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06300) Johnson, Tyler A | ||||||
| Contractor | RIEGLER BLACKTOP INC | ADDR SN 0 VC Code KY0023006 | |||||
| 165 WEAVER RD | |||||||
| FLORENCE , KY , 40142 | |||||||
| Pay Period | 06/15/2024 TO 06/30/2024 | ||||||
| Date Approved | 07/10/2024 | ||||||
| Primary Proj Number | 0605920432401 | ||||||
| Project No. | CB06 059 2043 003-004 | ||||||
| Primary County | KENTON | ||||||
| Name of Road | GREEN ROAD (KY 2043) | ||||||
| Description | FROM BIDGE ID 059B00023N, NORTH 0.076 MILES, EXTENDING NORTH WARDLY TOWARDS KY16. | ||||||
| Date Let | 04/25/2024 | Formal Acceptance | |||||
| Date Awarded | 05/07/2024 | Date Work Began | 06/03/2024 | ||||
| Date Contract Executed | 05/14/2024 | Open To Traffic | |||||
| Date NTP Issued | 05/14/2024 | Actual Completion Date | |||||
| Current Contract Amount | $1,072,839.98 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,072,839.98 |
Total Earnings | $115,631.60 |
$56,013.60 |
$59,618.00 |
|
| Percent Complete | 10.78 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $957,208.38 |
Gross Earnings | $115,631.60 |
$56,013.60 |
$59,618.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $115,631.60 |
$56,013.60 |
$59,618.00 |
|||
| Contract Id | 243017 | Change Order Summary |
County | KENTON | ||||||
| Estimate Nbr | 0002 | Project Number | CB06 059 2043 003-004 | |||||||
| Contractor | RIEGLER BLACKTOP INC | Period | 06/15/2024 TO 06/30/2024 | |||||||
| 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 | 243017 | COMMONWEALTH OF KENTUCKY |
County | KENTON | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | 0605920432401 | ||||||
| Estimate Nbr | 0002 | Period | 06/15/2024 TO 06/30/2024 | |||||||
| Contractor | RIEGLER BLACKTOP INC | |||||||||
| Project | 0605920432401 | Fed/State Project Number | CB06 059 2043 003-004 | 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 | 0605920432401 | Fed/State Project Number | CB06 059 2043 003-004 | Category | 0001 ROADWAY | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 265.00 | 265.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0010 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 385.00 | 385.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0015 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 53.00 | 53.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 0020 | CULVERT PIPE-18 IN | 00462 | LF | 63.00 | 63.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0030 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0035 | REMOVE PIPE | 01310 | LF | 226.00 | 226.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0040 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0045 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 135.00 | 810.00 | |||
| 0050 | EMBANKMENT IN PLACE | 02230 | CUYD | 9,296.00 | 9,296.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0055 | FENCE-TEMP | 02259 | LF | 320.00 | 320.000 | 207.000 | 207.000 | 27.87 | 5,769.09 | |||
| 0060 | FENCE-WOVEN WIRE TYPE 2 | 02263 | LF | 188.00 | 188.000 | 0.000 | 0.000 | 31.73 | 0.00 | |||
| 0070 | REMOVE FENCE | 02265 | LF | 188.00 | 188.000 | 188.000 | 188.000 | 8.67 | 1,629.96 | |||
| 0075 | CHANNEL LINING CLASS III | 02484 | TON | 509.00 | 509.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0080 | CLEARING AND GRUBBING (KY 2043) | 02545 | LS | 1.00 | 1.000 | 0.650 | 0.650 | 61,875.00 | 40,218.75 | |||
| 0085 | TEMPORARY SIGNS | 02562 | SQFT | 73.00 | 73.000 | 187.400 | 187.400 | 17.00 | 3,185.80 | |||
| 0090 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 340.00 | 340.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0100 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 93.00 | 93.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0105 | REMOVE HEADWALL | 02625 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 9,200.00 | 0.00 | |||
| 0110 | MAINTAIN & CONTROL TRAFFIC (KY 2043) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0115 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0120 | EDGELINE RUMBLE STRIPS | 02697 | LF | 630.00 | 630.000 | 0.000 | 0.000 | 11.60 | 0.00 | |||
| 0125 | TEMP SILT FENCE | 02701 | LF | 276.00 | 276.000 | 0.000 | 0.000 | 3.95 | 0.00 | |||
| 0130 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0135 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0140 | SILT TRAP TYPE C | 02705 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0145 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0155 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0160 | STAKING (KY 2043) | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 5,600.00 | 1,400.00 | |||
| 0165 | EROSION CONTROL BLANKET | 05950 | SQYD | 760.00 | 760.000 | 0.000 | 0.000 | 4.18 | 0.00 | |||
| 0170 | TEMP MULCH | 05952 | SQYD | 4,864.00 | 4,864.000 | 0.000 | 0.000 | 0.47 | 0.00 | |||
| 0175 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 3,630.00 | 3,630.000 | 0.000 | 0.000 | 0.49 | 0.00 | |||
| 0180 | SEEDING AND PROTECTION | 05985 | SQYD | 1,210.00 | 1,210.000 | 0.000 | 0.000 | 0.86 | 0.00 | |||
| 0185 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 630.00 | 630.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0190 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 139.00 | 139.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0195 | FOUNDATION PREPARATION (KY 2043) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0200 | W ENCASEMENT CONCRETE | 14005 | LF | 52.00 | 52.000 | 52.000 | 0.000 | 52.000 | 350.00 | 18,200.00 | 18,200.00 | |
| 0205 | W PIPE DCTL IRON RSTRND JOINT 12 IN | 14050 | LF | 273.00 | 273.000 | 234.000 | 0.000 | 234.000 | 177.00 | 41,418.00 | 41,418.00 | |
| 0210 | W TIE-IN 12 INCH | 14097 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0215 | W VALVE 12 INCH | 14108 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0220 | W VALVE SPECIAL | 14124 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0225 | PRECAST CONCRETE BOX CULVERT (REVISED 4/23/2024) | 20092ES611 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 2,580.00 | 0.00 | |||
| 0235 | TEMPORARY PIPE | 20166ES810 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0240 | SAW CUT | 20430ED | LF | 69.00 | 69.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0245 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 50.00 | 50.000 | 0.000 | 0.000 | 27.42 | 0.00 | |||
| 0250 | TEMPORARY COFFERDAM CONSTRUCTION (KY 2043) | 24279EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,000.00 | 0.00 | |||
| 0255 | BOX CULVERT HEADWALL | 24695ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 70,000.00 | 0.00 | |||
| 8000 | TEMP GUARDRAIL | 02397 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 8001 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 8002 | REMOVE AND RESET END TREATMENT | 24096EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| Project | 0605920432401 | Fed/State Project Number | CB06 059 2043 003-004 | Category | 0002 DEMOBILIZATION | |||||||
| 0260 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,900.00 | 0.00 | |||
| SUBTOT | $59,618.00 |
$115,631.60 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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