|
Report_Id: 194208 Est NO 0004 |
Date:07/11/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 194208 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | FLEMINGSBURG (09340) Leach, David L. | ||||||
| Contractor | A S L EXCAVATING INC | ADDR SN 0 VC Code KY0033377 | |||||
| P O BOX 321 | |||||||
| FLEMINGSBURG , KY , 41041 | |||||||
| Pay Period | 06/18/2019 TO 06/30/2019 | ||||||
| Date Approved | 07/10/2019 | ||||||
| Primary Proj Number | 0910301581901 | ||||||
| Project No. | HSIP 9010 (335) | ||||||
| Primary County | ROWAN | ||||||
| Name of Road | SHARKEY RD (KY 158) | ||||||
| Description | FROM THE FLEMING-ROWAN COUNTY LINE EXTENDING EAST TO KY 32 | ||||||
| Date Let | 03/22/2019 | Formal Acceptance | |||||
| Date Awarded | 03/29/2019 | Date Work Began | 05/14/2019 | ||||
| Date Contract Executed | 04/26/2019 | Open To Traffic | |||||
| Date NTP Issued | 04/26/2019 | Actual Completion Date | |||||
| Current Contract Amount | $1,859,583.74 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,859,583.74 |
Total Earnings | $562,439.90 |
$407,431.44 |
$155,008.46 |
|
| Percent Complete | 30.25 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,297,143.84 |
Gross Earnings | $562,439.90 |
$407,431.44 |
$155,008.46 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $562,439.90 |
$407,431.44 |
$155,008.46 |
|||
| Contract Id | 194208 | Change Order Summary |
County | ROWAN | ||||||
| Estimate Nbr | 0004 | Project Number | HSIP 9010 (335) | |||||||
| Contractor | A S L EXCAVATING INC | Period | 06/18/2019 TO 06/30/2019 | |||||||
| 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 | 194208 | COMMONWEALTH OF KENTUCKY |
County | ROWAN | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | 0910301581901 | ||||||
| Estimate Nbr | 0004 | Period | 06/18/2019 TO 06/30/2019 | |||||||
| Contractor | A S L EXCAVATING INC | |||||||||
| Project | 0910301581901 | Fed/State Project Number | HSIP 9010 (335) | 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 | 0910301581901 | Fed/State Project Number | HSIP 9010 (335) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 3,247.00 | 3,247.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 109.00 | 109.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 14.10 | 14.100 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,100.00 | 1,100.000 | 0.000 | 0.000 | 123.75 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 788.00 | 788.000 | 0.000 | 0.000 | 123.75 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 9.70 | 9.700 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | 0910301581901 | Fed/State Project Number | HSIP 9010 (335) | Category | 0002 ROADWAY | |||||||
| 0035 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0040 | ROADWAY EXCAVATION | 02200 | CUYD | 865.00 | 865.000 | 0.000 | 0.000 | 16.05 | 0.00 | |||
| 0045 | EMBANKMENT IN PLACE | 02230 | CUYD | 6,972.00 | 6,972.000 | 0.000 | 0.000 | 23.34 | 0.00 | |||
| 0050 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 63.00 | 63.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0055 | REMOVE TREES OR STUMPS | 02460 | EACH | 134.00 | 134.000 | 134.000 | 134.000 | 610.75 | 81,840.50 | |||
| 0060 | EDGE KEY | 02585 | LF | 280.00 | 280.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0065 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 7,238.00 | 7,238.000 | 0.000 | 0.000 | 1.72 | 0.00 | |||
| 0070 | MAINTAIN & CONTROL TRAFFIC ROWAN CO. KY-158 | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 62,872.50 | 15,718.12 | |||
| 0075 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,940.00 | 5,880.00 | |||
| 0080 | TEMP SILT FENCE | 02701 | LF | 16,223.00 | 16,223.000 | 900.000 | 0.000 | 900.000 | 1.80 | 1,620.00 | 1,620.00 | |
| 0085 | STAKING (ROWAN KY 158) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 52,500.00 | 52,500.00 | |||
| 0090 | EROSION CONTROL BLANKET | 05950 | SQYD | 28,357.00 | 28,357.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0095 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0100 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 209.25 | 209.250 | 0.000 | 0.000 | 14.50 | 0.00 | |||
| 0105 | STEEL POST TYPE 1 | 06410 | LF | 632.50 | 632.500 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 0110 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 20,488.00 | 20,488.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0115 | REMOVE SIGN | 21373ND | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0120 | EROSION CONTROL (ROWAN KY 158) | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,410.00 | 0.00 | |||
| 0125 | BARCODE SIGN INVENTORY | 24631EC | EACH | 58.00 | 58.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| Project | 0910301581901 | Fed/State Project Number | HSIP 9010 (335) | Category | 0003 DRAINAGE | |||||||
| 0130 | ENTRANCE PIPE-15 IN | 00440 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 63.20 | 0.00 | |||
| 0135 | CULVERT PIPE-15 IN | 00461 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 102.25 | 0.00 | |||
| 0140 | CULVERT PIPE-18 IN | 00462 | LF | 131.00 | 131.000 | 0.000 | 0.000 | 137.10 | 0.00 | |||
| 0145 | CULVERT PIPE-24 IN | 00464 | LF | 256.00 | 256.000 | 0.000 | 0.000 | 148.45 | 0.00 | |||
| 0150 | CULVERT PIPE-42 IN | 00469 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 247.95 | 0.00 | |||
| 0155 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,975.00 | 0.00 | |||
| 0160 | REMOVE PIPE | 01310 | LF | 108.00 | 108.000 | 0.000 | 0.000 | 19.48 | 0.00 | |||
| 0165 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0170 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| 0175 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 31.80 | 31.800 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0180 | CHANNEL LINING CLASS II | 02483 | TON | 275.00 | 275.000 | 0.000 | 0.000 | 30.15 | 0.00 | |||
| 0185 | CLEAN PIPE STRUCTURE | 03262 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0190 | FOUNDATION PREPARATION (STA 147+78) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0195 | FOUNDATION PREPARATION (STA 25+18) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0200 | FOUNDATION PREPARATION (STA 45+53) | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 5,000.00 | 2,500.00 | 5,000.00 | |
| 0205 | FOUNDATION PREPARATION (STA 74+53) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0210 | FOUNDATION PREPARATION (STA 78+35) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0215 | FOUNDATION PREPARATION (STA 82+64) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0220 | CONCRETE-CLASS A | 08100 | CUYD | 267.01 | 267.010 | 32.500 | 29.500 | 62.000 | 702.00 | 22,815.00 | 43,524.00 | |
| 0225 | STEEL REINFORCEMENT | 08150 | LB | 29,115.00 | 29,115.000 | 3,382.000 | 3,227.000 | 6,609.000 | 1.03 | 3,483.46 | 6,807.27 | |
| 0230 | FITTINGS | 21819NN | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 708.15 | 0.00 | |||
| 0235 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 249.00 | 249.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0240 | HEADWALL (SLOPED & MITERED CONCRETE-FOR 15 INCH | 24575ES610 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0245 | HEADWALL (SLOPED & MITERED CONCRETE-FOR 18 INCH | 24575ES610 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0250 | HEADWALL (SLOPED & MITERED CONCRETE-FOR 24 INCH | 24575ES610 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| Project | 0910301581901 | Fed/State Project Number | HSIP 9010 (335) | Category | 0004 WATERLINE | |||||||
| 0255 | W AIR RELEASE VALVE 3/4 INCH | 14001 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0260 | W DIRECTIONAL BORE | 14004 | LF | 180.00 | 180.000 | 200.000 | 200.000 | 180.00 | 36,000.00 | |||
| 0265 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 245.00 | 0.00 | |||
| 0270 | W ENCASEMENT STEEL OPEN CUT RANGE 2 | 14013 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0275 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 300.00 | 300.000 | 145.000 | 115.000 | 260.000 | 110.00 | 15,950.00 | 28,600.00 | |
| 0280 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 5,500.00 | 11,000.00 | 11,000.00 | |
| 0285 | W PIPE PVC 02 INCH | 14056 | LF | 210.00 | 210.000 | 6.000 | 6.000 | 45.00 | 270.00 | |||
| 0290 | W PIPE PVC 03 INCH | 14057 | LF | 72.00 | 72.000 | 10.000 | 0.000 | 10.000 | 50.00 | 500.00 | 500.00 | |
| 0295 | W PIPE PVC 06 INCH | 14059 | LF | 9,687.00 | 9,687.000 | 3,309.000 | 5,487.000 | 8,796.000 | 25.00 | 82,725.00 | 219,900.00 | |
| 0300 | W PLUG EXISTING MAIN | 14074 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0305 | W SERV PE/PLST LONG SIDE 1 IN | 14077 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0310 | W SERV PE/PLST SHORT SIDE 1 IN | 14082 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0315 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 4.00 | 4.000 | 1.000 | 3.000 | 4.000 | 3,500.00 | 3,500.00 | 14,000.00 | |
| 0320 | W TIE-IN 02 INCH | 14091 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0325 | W TIE-IN 03 INCH | 14092 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 0330 | W TIE-IN 06 INCH | 14094 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 2.000 | 2,500.00 | 2,500.00 | 5,000.00 | |
| 0335 | W VALVE 02 INCH | 14102 | EACH | 7.00 | 7.000 | 3.000 | 3.000 | 6.000 | 650.00 | 1,950.00 | 3,900.00 | |
| 0340 | W VALVE 03 INCH | 14103 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2.000 | 800.00 | 800.00 | 1,600.00 | |
| 0345 | W VALVE 06 INCH | 14105 | EACH | 3.00 | 3.000 | 2.000 | 1.000 | 3.000 | 1,100.00 | 2,200.00 | 3,300.00 | |
| 0350 | W ENCASEMENT SPECIAL (PVC BORED RANGE 1) | 14126 | LF | 540.00 | 540.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0355 | W ENCASEMENT SPECIAL (PVC RANGE 3 OPEN CUT) | 14126 | LF | 350.00 | 350.000 | 63.000 | 273.000 | 336.000 | 55.00 | 3,465.00 | 18,480.00 | |
| 0360 | W SPECIAL ITEM (EXCAVATION OF EXISTING WATER MAIN AT S | 14154 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0365 | W SPECIAL ITEM (RECONNECT METER) | 14154 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0370 | W BLOWOFF ASSEMBLY (4 INCH) | 14158 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0375 | W BLOWOFF ASSEMBLY (6 INCH) | 14158 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| Project | 0910301581901 | Fed/State Project Number | HSIP 9010 (335) | Category | 0005 DEMOBILIZATION | |||||||
| 0380 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 27,886.18 | 0.00 | |||
| SUBTOT | $155,008.46 |
$562,439.89 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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