|
Report_Id: 194201 Est NO 0001 |
Date:06/11/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 194201 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05320) Tipton, Michael S. | ||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | ADDR SN 2 VC Code KY0035764 | |||||
| 15415 SHELBYVILLE ROAD | |||||||
| LOUISVILLE , KY , 40245 | |||||||
| Pay Period | 02/28/2019 TO 05/16/2019 | ||||||
| Date Approved | 05/29/2019 | ||||||
| Primary Proj Number | 0510800441801 | ||||||
| Project No. | HSIP 5118 (043) | ||||||
| Primary County | SPENCER | ||||||
| Name of Road | MT WASHINGTON ROAD (KY 44) | ||||||
| Description | FROM THE BULLITT/SPENCER COUNTY LINE EXTENDING EAST TO 0.905 MILES WEST OF KY 1633 | ||||||
| Date Let | 01/25/2019 | Formal Acceptance | |||||
| Date Awarded | 02/01/2019 | Date Work Began | 05/08/2019 | ||||
| Date Contract Executed | 02/28/2019 | Open To Traffic | |||||
| Date NTP Issued | 02/28/2019 | Actual Completion Date | |||||
| Current Contract Amount | $1,810,000.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,810,000.00 |
Total Earnings | $25,904.00 |
$0.00 |
$25,904.00 |
|
| Percent Complete | 1.43 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,784,096.00 |
Gross Earnings | $25,904.00 |
$0.00 |
$25,904.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $25,904.00 |
$0.00 |
$25,904.00 |
|||
| Contract Id | 194201 | Change Order Summary |
County | SPENCER | ||||||
| Estimate Nbr | 0001 | Project Number | HSIP 5118 (043) | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | Period | 02/28/2019 TO 05/16/2019 | |||||||
| 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 | 194201 | COMMONWEALTH OF KENTUCKY |
County | SPENCER | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | 0510800441801 | ||||||
| Estimate Nbr | 0001 | Period | 02/28/2019 TO 05/16/2019 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | |||||||||
| Project | 0510800441801 | Fed/State Project Number | HSIP 5118 (043) | 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 | 0510800441801 | Fed/State Project Number | HSIP 5118 (043) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 1,474.00 | 1,474.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 17.00 | 17.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 243.00 | 243.000 | 0.000 | 0.000 | 113.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 785.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 213.00 | 213.000 | 0.000 | 0.000 | 92.50 | 0.00 | |||
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 1,077.00 | 1,077.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,337.00 | 1,337.000 | 0.000 | 0.000 | 92.50 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| Project | 0510800441801 | Fed/State Project Number | HSIP 5118 (043) | Category | 0002 ROADWAY | |||||||
| 0045 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 212.00 | 212.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0050 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0055 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0060 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 47.00 | 47.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0065 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0070 | REMOVE GUARDRAIL | 02381 | LF | 11,510.00 | 11,510.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 0075 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0080 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0085 | REMOVE TREES OR STUMPS | 02460 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0090 | CHANNEL LINING CLASS II | 02483 | TON | 568.00 | 568.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0095 | TEMPORARY SIGNS | 02562 | SQFT | 200.00 | 200.000 | 208.000 | 0.000 | 208.000 | 6.00 | 1,248.00 | 1,248.00 | |
| 0100 | DITCHING AND SHOULDERING | 02575 | LF | 32,937.00 | 32,937.000 | 2,207.000 | 0.000 | 2,207.000 | 8.00 | 17,656.00 | 17,656.00 | |
| 0105 | REMOVE HEADWALL | 02625 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0110 | MAINTAIN & CONTROL TRAFFIC (SPENCER KY 44) | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 100,000.00 | 5,000.00 | 5,000.00 | |
| 0115 | MOBILIZATION FOR MILL & TEXT (SPENCER KY 44) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0120 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 744.00 | 744.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0125 | EDGELINE RUMBLE STRIPS | 02697 | LF | 7,988.00 | 7,988.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0130 | TEMP SILT FENCE | 02701 | LF | 4,000.00 | 4,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0135 | SILT TRAP TYPE B | 02704 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0140 | SILT TRAP TYPE C | 02705 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0145 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0155 | STAKING (SPENCER KY 44) | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.000 | 0.200 | 10,000.00 | 2,000.00 | 2,000.00 | |
| 0160 | BASE FAILURE REPAIR | 03240 | SQYD | 2,324.00 | 2,324.000 | 0.000 | 0.000 | 129.10 | 0.00 | |||
| 0165 | TRIM & REMOVE TREES & BRUSH | 03269 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0170 | REPAIR CONCRETE CURB | 03302 | LF | 95.00 | 95.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0175 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 0180 | INITIAL FERTILIZER | 05963 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0185 | MAINTENANCE FERTILIZER | 05964 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0190 | AGRICULTURAL LIMESTONE | 05992 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0195 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 271.78 | 271.780 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0200 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 18.00 | 18.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0205 | STEEL POST TYPE 1 | 06410 | LF | 762.00 | 762.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0210 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 15,976.00 | 15,976.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0215 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 159,350.00 | 159,350.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0220 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0225 | STEEL REINFORCEMENT | 08150 | LB | 134.00 | 134.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0230 | GUARDRAIL-BRIDGE CASE I-A | 08806 | LF | 575.00 | 575.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 0235 | PRECAST CONC BRIDGE RAIL BLOCK | 08810 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0240 | REMOVE BRIDGE RAIL | 08811 | LF | 575.00 | 575.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0245 | FUEL ADJUSTMENT | 10020NS | DOLL | 5,634.00 | 5,634.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0250 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 11,326.00 | 11,326.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0255 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 10,025.00 | 10,025.000 | 0.000 | 0.000 | 18.20 | 0.00 | |||
| 0260 | REMOVE AND RELOCATE SHEET SIGNS | 21813NN | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0265 | ROCK REMOVAL | 23312EC | CUYD | 133.00 | 133.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0270 | BARCODE SIGN INVENTORY | 24631EC | EACH | 71.00 | 71.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | 0510800441801 | Fed/State Project Number | HSIP 5118 (043) | Category | 0003 DRAINAGE | |||||||
| 0275 | ENTRANCE PIPE-15 IN | 00440 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0280 | CULVERT PIPE-18 IN | 00462 | LF | 284.00 | 284.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0285 | CULVERT PIPE-24 IN | 00464 | LF | 124.00 | 124.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0290 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0295 | REMOVE PIPE | 01310 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0300 | DROP BOX INLET TYPE 1 | 01490 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0305 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0310 | SAFETY BOX INLET-24 IN SDB-1 | 01727 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0315 | SAFETY BOX INLET-18 IN DBL SDB-5 | 01728 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0320 | HEADWALL (SLOPED & MITERED CONCRETE-FOR 18 INCH | 24575ES610 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0325 | HEADWALL (SLOPED & MITERED CONCRETE-FOR 24 INCH | 24575ES610 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| Project | 0510800441801 | Fed/State Project Number | HSIP 5118 (043) | Category | 0004 DEMOBILIZATION | |||||||
| 0330 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 26,526.76 | 0.00 | |||
| SUBTOT | $25,904.00 |
$25,904.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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