|
Report_Id: 191205 Est NO 0004 |
Date:08/08/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 191205 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02340) Cotton, Charlotte M. | ||||||
| Contractor | SCOTT AND MURPHY INC | ADDR SN 0 VC Code KY0036484 | |||||
| P O BOX 2520 | |||||||
| 2335 BARREN RIVER ROAD | |||||||
| BOWLING GREEN , KY , 42102 | |||||||
| Pay Period | 07/01/2019 TO 07/11/2019 | ||||||
| Date Approved | 07/23/2019 | ||||||
| Primary Proj Number | DE02412621905 | ||||||
| Project No. | STP BRZ 0203 (345) | ||||||
| Primary County | CHRISTIAN | ||||||
| Name of Road | MILLBROOKE DRIVE (CS 1262) | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGE OVER N FORK LITTLE RIVER ON M ILLBROOKE DRIVE (CS 1262) 500 FT SW OF KAREN DRIVE (CS 1268) | ||||||
| Date Let | 03/22/2019 | Formal Acceptance | |||||
| Date Awarded | 03/29/2019 | Date Work Began | 05/01/2019 | ||||
| Date Contract Executed | 04/26/2019 | Open To Traffic | |||||
| Date NTP Issued | 04/26/2019 | Actual Completion Date | |||||
| Current Contract Amount | $1,192,718.19 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,192,718.19 |
Total Earnings | $197,738.95 |
$140,573.03 |
$57,165.92 |
|
| Percent Complete | 16.58 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $994,979.24 |
Gross Earnings | $197,738.95 |
$140,573.03 |
$57,165.92 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $197,738.95 |
$140,573.03 |
$57,165.92 |
|||
| Contract Id | 191205 | Change Order Summary |
County | CHRISTIAN | ||||||
| Estimate Nbr | 0004 | Project Number | STP BRZ 0203 (345) | |||||||
| Contractor | SCOTT AND MURPHY INC | Period | 07/01/2019 TO 07/11/2019 | |||||||
| 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 | 191205 | COMMONWEALTH OF KENTUCKY |
County | CHRISTIAN | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE02412621905 | ||||||
| Estimate Nbr | 0004 | Period | 07/01/2019 TO 07/11/2019 | |||||||
| Contractor | SCOTT AND MURPHY INC | |||||||||
| Project | DE02412621905 | Fed/State Project Number | STP BRZ 0203 (345) | 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 | DE02412621905 | Fed/State Project Number | STP BRZ 0203 (345) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 213.00 | 213.000 | 0.000 | 0.000 | 45.68 | 0.00 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 89.34 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 2.30 | 2.300 | 0.000 | 0.000 | 2,117.47 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 2,131.70 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 17.00 | 17.000 | 0.000 | 0.000 | 180.53 | 0.00 | |||
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 47.00 | 47.000 | 0.000 | 0.000 | 153.05 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 45.00 | 45.000 | 0.000 | 0.000 | 164.69 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.40 | 0.400 | 0.000 | 0.000 | 1,417.73 | 0.00 | |||
| Project | DE02412621905 | Fed/State Project Number | STP BRZ 0203 (345) | Category | 0002 ROADWAY | |||||||
| 0045 | ISLAND INTEGRAL CURB | 01845 | LF | 19.50 | 19.500 | 0.000 | 0.000 | 113.54 | 0.00 | |||
| 0050 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 54.72 | 0.00 | |||
| 0055 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0060 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0065 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 252.57 | 1,515.42 | |||
| 0070 | TEMP DITCH | 02159 | LF | 175.00 | 175.000 | 0.000 | 0.000 | 4.14 | 0.00 | |||
| 0075 | CLEAN TEMP DITCH | 02160 | LF | 88.00 | 88.000 | 0.000 | 0.000 | 8.11 | 0.00 | |||
| 0080 | ROADWAY EXCAVATION | 02200 | CUYD | 67.00 | 67.000 | 0.000 | 0.000 | 76.14 | 0.00 | |||
| 0085 | EMBANKMENT IN PLACE | 02230 | CUYD | 178.00 | 178.000 | 0.000 | 0.000 | 59.08 | 0.00 | |||
| 0090 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 10.00 | 10.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0095 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 37.00 | 0.00 | |||
| 0100 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0105 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0110 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,725.00 | 0.00 | |||
| 0115 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0120 | CLEARING AND GRUBBING (APPROXIMATELY 0.65 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 23,906.35 | 23,906.35 | |||
| 0125 | TEMPORARY SIGNS | 02562 | SQFT | 74.00 | 74.000 | 121.000 | 121.000 | 22.00 | 2,662.00 | |||
| 0130 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0135 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.300 | 0.350 | 5,212.59 | 260.62 | 1,824.40 | |
| 0140 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0145 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 27.00 | 27.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0150 | TEMP SILT FENCE | 02701 | LF | 175.00 | 175.000 | 65.000 | 65.000 | 3.59 | 233.35 | |||
| 0155 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 218.39 | 218.39 | |||
| 0160 | SILT TRAP TYPE C | 02705 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 320.38 | 320.38 | |||
| 0165 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 107.92 | 0.00 | |||
| 0170 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 102.07 | 0.00 | |||
| 0175 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.300 | 0.350 | 3,528.70 | 176.43 | 1,235.04 | |
| 0180 | REMOVE STRUCTURE (EXISTING 3-SPAN 112-FT X 28-FT R.C. DEC | 02731 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 100,000.00 | 75,000.00 | |||
| 0185 | EROSION CONTROL BLANKET | 05950 | SQYD | 206.00 | 206.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0190 | TEMP MULCH | 05952 | SQYD | 222.00 | 222.000 | 33.000 | 33.000 | 0.20 | 6.60 | |||
| 0195 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 167.00 | 167.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0200 | INITIAL FERTILIZER | 05963 | TON | 0.01 | 0.010 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0205 | MAINTENANCE FERTILIZER | 05964 | TON | 0.02 | 0.020 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0210 | SEEDING AND PROTECTION | 05985 | SQYD | 333.00 | 333.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0215 | AGRICULTURAL LIMESTONE | 05992 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0220 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 0.72 | 0.00 | |||
| 0225 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 0.72 | 0.00 | |||
| 0230 | CONCRETE-CLASS A | 08100 | CUYD | 3.90 | 3.900 | 0.000 | 0.000 | 786.30 | 0.00 | |||
| 0235 | LONGITUDINAL EDGE KEY | 21289ED | LF | 194.00 | 194.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0240 | HIGH STRENGTH GEOTEXTILE FABRIC TY V | 22861EN | SQYD | 20.00 | 20.000 | 0.000 | 0.000 | 15.97 | 0.00 | |||
| 8001 | TEMPORARY COFFERDAM CONSTRUCTION COFFERDAM SITE SPECIFIC TO UTILITY ISSUE | 24279EC | LS | 0.00 | 0.000 | 0.000 | 0.000 | 37,590.00 | 0.00 | |||
| 8002 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 4,600.08 | 0.00 | |||
| Project | DE02412621905 | Fed/State Project Number | STP BRZ 0203 (345) | Category | 0003 BRIDGE - NORTH FORK LITTLE RIVER - DWG. 27841 | |||||||
| 0245 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 120.00 | 120.000 | 0.000 | 0.000 | 65.91 | 0.00 | |||
| 0250 | MASONRY COATING | 02998 | SQYD | 877.00 | 877.000 | 0.000 | 0.000 | 9.97 | 0.00 | |||
| 0255 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 52.00 | 52.000 | 0.000 | 0.000 | 81.31 | 0.00 | |||
| 0260 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 647.00 | 647.000 | 88.000 | 88.000 | 262.32 | 23,084.16 | |||
| 0265 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 117.00 | 117.000 | 56.750 | 0.000 | 56.750 | 353.18 | 20,042.96 | 20,042.96 | |
| 0270 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 978.00 | 978.000 | 289.350 | 289.350 | 38.03 | 11,003.98 | |||
| 0275 | TEST PILES | 08033 | LF | 42.00 | 42.000 | 0.000 | 0.000 | 114.42 | 0.00 | |||
| 0280 | PILES-STEEL HP12X53 | 08046 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 140.88 | 0.00 | |||
| 0285 | PILE POINTS-12 IN | 08094 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 110.98 | 0.00 | |||
| 0290 | CONCRETE-CLASS A | 08100 | CUYD | 216.00 | 216.000 | 35.000 | 0.000 | 35.000 | 890.00 | 31,150.00 | 31,150.00 | |
| 0295 | CONCRETE-CLASS AA | 08104 | CUYD | 190.00 | 190.000 | 0.000 | 0.000 | 890.00 | 0.00 | |||
| 0300 | STEEL REINFORCEMENT | 08150 | LB | 24,378.00 | 24,378.000 | 4,652.000 | 0.000 | 4,652.000 | 1.19 | 5,535.88 | 5,535.88 | |
| 0305 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 54,087.00 | 54,087.000 | 0.000 | 0.000 | 1.06 | 0.00 | |||
| 0310 | PRECAST PC BOX BEAM SB17 | 08668 | LF | 646.70 | 646.700 | 0.000 | 0.000 | 234.85 | 0.00 | |||
| 0315 | RAIL SYSTEM TYPE III | 21532ED | LF | 133.00 | 133.000 | 0.000 | 0.000 | 141.79 | 0.00 | |||
| 0320 | CONCRETE SEALING | 23378EC | SQFT | 4,247.00 | 4,247.000 | 0.000 | 0.000 | 2.43 | 0.00 | |||
| 0325 | DECK DRAIN | 23813EC | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 385.02 | 0.00 | |||
| Project | DE02412621905 | Fed/State Project Number | STP BRZ 0203 (345) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0330 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,200.00 | 0.00 | |||
| SUBTOT | $57,165.90 |
$197,738.92 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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