Report_Id: 151302 Est NO 0001 |
Date:04/06/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 151302 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
District Office | LOUISVILLE (05320) Tipton, Michael S. | ||||||
Contractor | THE W L HARPER CO | ADDR SN 0 VC Code VC0000018486 | |||||
PO BOX 420 | |||||||
HEBRON , KY , 41048 | |||||||
Pay Period | 03/11/2015 TO 03/12/2015 | ||||||
Date Approved | 03/22/2015 | ||||||
Primary Proj Number | DE03700601502 | ||||||
Project No. | STP 7320 (010) | ||||||
Primary County | FRANKLIN | ||||||
Name of Road | LOUISVILLE ROAD (US 60) | ||||||
Description | LOUISVILLE ROAD (US 60) MP 5.980 to MP 7.180 | ||||||
Date Let | 01/30/2015 | Formal Acceptance | |||||
Date Awarded | 02/11/2015 | Date Work Began | 03/12/2015 | ||||
Date Contract Executed | 03/11/2015 | Open To Traffic | |||||
Date NTP Issued | 03/11/2015 | Actual Completion Date | |||||
Current Contract Amount | $7,196,783.83 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $7,196,783.83 |
Total Earnings | $170,061.02 |
$0.00 |
$170,061.02 |
|
Percent Complete | 2.36 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $7,026,722.81 |
Gross Earnings | $170,061.02 |
$0.00 |
$170,061.02 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $170,061.02 |
$0.00 |
$170,061.02 |
|||
Contract Id | 151302 | Change Order Summary |
County | FRANKLIN | ||||||
Estimate Nbr | 0001 | Project Number | STP 7320 (010) | |||||||
Contractor | THE W L HARPER CO | Period | 03/11/2015 TO 03/12/2015 | |||||||
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 | 151302 | COMMONWEALTH OF KENTUCKY |
County | FRANKLIN | ||||||
Contract Type | JPC JPC PAVEMENT | TRANSPORTATION CABINET |
Primary Project Number | DE03700601502 | ||||||
Estimate Nbr | 0001 | Period | 03/11/2015 TO 03/12/2015 | |||||||
Contractor | THE W L HARPER CO | |||||||||
Project | DE03700601502 | Fed/State Project Number | STP 7320 (010) | 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 | DE03700601502 | Fed/State Project Number | STP 7320 (010) | Category | 0001 PAVING | |||||||
0001 | DGA BASE | 00001 | TON | 20,763.00 | 20,763.000 | 0.000 | 0.000 | 24.36 | 0.00 | |||
0002 | GEOGRID REINFORCEMENT FOR SUBGRADE | 00005 | SQYD | 51,496.00 | 51,496.000 | 0.000 | 0.000 | 1.84 | 0.00 | |||
0003 | STANDARD INTEGRAL CURB | 01830 | LF | 10,164.00 | 10,164.000 | 0.000 | 0.000 | 7.59 | 0.00 | |||
0004 | MOUNTABLE MEDIAN TYPE 1 | 01935 | SQYD | 283.00 | 283.000 | 0.000 | 0.000 | 45.74 | 0.00 | |||
0005 | CONC TERMINAL SECTION TYPE 1 | 01956 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,787.15 | 0.00 | |||
0006 | CEMENT CONCRETE ISLAND | 02015 | SQYD | 263.00 | 263.000 | 0.000 | 0.000 | 52.60 | 0.00 | |||
0007 | JPC PAVEMENT-10 IN | 02069 | SQYD | 50,620.00 | 50,620.000 | 0.000 | 0.000 | 50.82 | 0.00 | |||
0008 | REMOVE PAVEMENT | 02091 | SQYD | 52,988.00 | 52,988.000 | 0.000 | 0.000 | 15.70 | 0.00 | |||
0009 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,627.00 | 1,627.000 | 0.000 | 0.000 | 83.15 | 0.00 | |||
0010 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 54,496.00 | 54,496.000 | 0.000 | 0.000 | 1.66 | 0.00 | |||
0011 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 5,330.00 | 5,330.000 | 0.000 | 0.000 | 34.34 | 0.00 | |||
0012 | BARRIER INTEGRAL CURB | 21877EN | LF | 605.00 | 605.000 | 0.000 | 0.000 | 16.41 | 0.00 | |||
Project | DE03700601502 | Fed/State Project Number | STP 7320 (010) | Category | 0002 ROADWAY | |||||||
0013 | CRUSHED STONE BASE | 00003 | TON | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 49.90 | 0.00 | |||
0014 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 1.71 | 0.00 | |||
0015 | BARRICADE-TYPE III | 02014 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0016 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 3,445.00 | 3,445.000 | 0.000 | 0.000 | 4.34 | 0.00 | |||
0017 | ROADWAY EXCAVATION | 02200 | CUYD | 5,478.00 | 5,478.000 | 0.000 | 0.000 | 21.76 | 0.00 | |||
0018 | EMBANKMENT IN PLACE | 02230 | CUYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 55.44 | 0.00 | |||
0019 | TEMPORARY SIGNS | 02562 | SQFT | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0020 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 211,416.58 | 0.00 | |||
0021 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
0022 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.010 | 0.000 | 0.010 | 206,101.99 | 2,061.01 | 2,061.01 | |
0023 | ARROW PANEL | 02775 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
0024 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
0025 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 1.17 | 0.00 | |||
0026 | SEEDING AND PROTECTION | 05985 | SQYD | 12,000.00 | 12,000.000 | 0.000 | 0.000 | 0.41 | 0.00 | |||
0027 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 50,592.00 | 50,592.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
0028 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 27,365.00 | 27,365.000 | 0.000 | 0.000 | 0.58 | 0.00 | |||
0029 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 446.00 | 446.000 | 0.000 | 0.000 | 3.60 | 0.00 | |||
0030 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
0031 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,600.00 | 2,600.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
0032 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
0033 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 195.00 | 195.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
0034 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 230.00 | 230.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
0035 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 4,500.00 | 4,500.000 | 0.000 | 0.000 | 45.30 | 0.00 | |||
0036 | FUEL ADJUSTMENT | 10020NS | DOLL | 25,912.00 | 25,912.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0037 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
0038 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
0039 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 25,296.00 | 25,296.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
0040 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
0041 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 41.16 | 0.00 | |||
0042 | PAVE MARK TY 1 TAPE X-WALK-6 IN | 23251ES717 | LF | 2,133.00 | 2,133.000 | 0.000 | 0.000 | 3.58 | 0.00 | |||
0043 | PAVE MARK TY 1 TAPE DOTTED LANE EXT | 23254ES717 | LF | 425.00 | 425.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0044 | PAVE MARK TY 1 TAPE -ONLY | 23256ES717 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 255.00 | 0.00 | |||
0045 | PAVE MARK TY 1 TAPE STOP BAR-24 IN | 23265ES717 | LF | 353.00 | 353.000 | 0.000 | 0.000 | 11.25 | 0.00 | |||
0046 | PAVE MARK TY 1 TAPE-BIKE | 23267ES717 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
0047 | PAVE MARK TY 1 TAPE-MERGE ARROW | 23268ES717 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 260.00 | 0.00 | |||
0048 | PAVE MARK TY 1 TAPE-COMBO ARROW | 23269ES717 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 260.00 | 0.00 | |||
0049 | PAVE MARK TY 1 TAPE-CURV ARROW | 23270ES717 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
0050 | YIELD LINES | 23745EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
8000 | PAVE MARK TEMP PAINT LINE ARROW For Median During Traffic Switch | 20100ES842 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 52.74 | 0.00 | |||
8001 | PAVE MARK TY 1 TAPE-CURV ARROW Temporary for Traffic Switch | 23270ES717 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 100.21 | 0.00 | |||
8002 | STAKING Layout and New Road Elevations | 02726 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 300,000.00 | 0.00 | |||
Project | DE03700601502 | Fed/State Project Number | STP 7320 (010) | Category | 0003 DRAINAGE | |||||||
0051 | CULVERT PIPE-18 IN | 00462 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 134.68 | 0.00 | |||
0052 | CULVERT PIPE-36 IN | 00468 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 282.97 | 0.00 | |||
0053 | STORM SEWER PIPE-15 IN | 00521 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 147.47 | 0.00 | |||
0054 | STORM SEWER PIPE-18 IN | 00522 | LF | 27.00 | 27.000 | 0.000 | 0.000 | 244.48 | 0.00 | |||
0055 | STORM SEWER PIPE-48 IN | 00530 | LF | 11.00 | 11.000 | 0.000 | 0.000 | 426.92 | 0.00 | |||
0056 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,847.54 | 0.00 | |||
0057 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,847.54 | 0.00 | |||
0058 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,108.22 | 0.00 | |||
0059 | CURB BOX INLET TYPE A | 01456 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,796.20 | 0.00 | |||
0060 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 37.00 | 37.000 | 0.000 | 0.000 | 5,385.31 | 0.00 | |||
0061 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,450.17 | 0.00 | |||
0062 | JUNCTION BOX-36 IN | 01645 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,206.03 | 0.00 | |||
0063 | FILL AND CAP INLET | 01717 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 612.72 | 0.00 | |||
0064 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,295.93 | 0.00 | |||
0065 | ADJUST MANHOLE | 01792 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 539.68 | 0.00 | |||
0066 | DITCHING | 02237 | LF | 4,070.00 | 4,070.000 | 0.000 | 0.000 | 3.54 | 0.00 | |||
0067 | CHANNEL LINING CLASS II | 02483 | TON | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 25.27 | 0.00 | |||
0068 | CHANNEL LINING CLASS III | 02484 | TON | 500.00 | 500.000 | 0.000 | 0.000 | 28.60 | 0.00 | |||
0069 | SAFELOADING | 02690 | CUYD | 8.00 | 8.000 | 0.000 | 0.000 | 354.47 | 0.00 | |||
0070 | REPLACE GRATE | 22660EN | LB | 298.00 | 298.000 | 0.000 | 0.000 | 7.48 | 0.00 | |||
0071 | SAFETY BOX INLET-15 IN | 22938ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,677.70 | 0.00 | |||
0072 | CURE IN PLACE PIPE LINER-12 IN | 23478EC | LF | 1,181.00 | 1,181.000 | 0.000 | 0.000 | 52.50 | 0.00 | |||
0073 | CURE IN PLACE PIPE LINER-15 IN | 23479EC | LF | 323.00 | 323.000 | 0.000 | 0.000 | 63.00 | 0.00 | |||
0074 | CURE IN PLACE PIPE LINER-18 IN | 23480EC | LF | 1,426.00 | 1,426.000 | 0.000 | 0.000 | 73.50 | 0.00 | |||
0075 | PERFORM CIPP ACCEPTANCE TESTING | 23484EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
0076 | PIPE REPAIR | 23956EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,135.70 | 0.00 | |||
0077 | CLEAN (CULVERT PIPE) | 24543EC | LF | 5,311.00 | 5,311.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
0078 | CURE IN PLACE PIPE LINER (24 IN PIPE) | 24599EC | LF | 1,325.00 | 1,325.000 | 0.000 | 0.000 | 94.50 | 0.00 | |||
0079 | CURE IN PLACE PIPE LINER (27 IN PIPE) | 24599EC | LF | 912.00 | 912.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
0080 | CURE IN PLACE PIPE LINER (36 IN PIPE) | 24599EC | LF | 64.00 | 64.000 | 0.000 | 0.000 | 136.50 | 0.00 | |||
0081 | CURE IN PLACE PIPE LINER (48 IN PIPE) | 24599EC | LF | 80.00 | 80.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
Project | DE03700601502 | Fed/State Project Number | STP 7320 (010) | Category | 0004 SEWER | |||||||
0082 | FILL AND CAP MANHOLE | 01786 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 510.85 | 0.00 | |||
0083 | PERFORM CIPP ACCEPTANCE TESTING (SANITARY SEWER) | 23484EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
0084 | CLEAN (SANITARY SEWER) | 24543EC | LF | 868.00 | 868.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
0085 | CURE IN PLACE PIPE LINER (10 IN SANITARY SEWER) | 24599EC | LF | 213.00 | 213.000 | 0.000 | 0.000 | 52.50 | 0.00 | |||
0086 | CURE IN PLACE PIPE LINER (18 IN SANITARY SEWER) | 24599EC | LF | 655.00 | 655.000 | 0.000 | 0.000 | 84.00 | 0.00 | |||
Project | DE03700601502 | Fed/State Project Number | STP 7320 (010) | Category | 0005 TRAFFIC LOOPS | |||||||
0087 | CONDUIT-1 1/4 IN | 04793 | LF | 350.00 | 350.000 | 0.000 | 0.000 | 10.11 | 0.00 | |||
0088 | CONDUIT-2 IN | 04795 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 12.18 | 0.00 | |||
0089 | TRENCHING AND BACKFILLING | 04820 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 3.15 | 0.00 | |||
0090 | CABLE-NO. 14/5C | 04844 | LF | 7,470.00 | 7,470.000 | 0.000 | 0.000 | 1.41 | 0.00 | |||
0091 | MESSENGER-10800 LB | 04885 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 3.35 | 0.00 | |||
0092 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,300.00 | 0.00 | |||
0093 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 868.00 | 0.00 | |||
0094 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,815.00 | 0.00 | |||
0095 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 530.50 | 0.00 | |||
0096 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
0097 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 192.50 | 0.00 | |||
0098 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 171.00 | 0.00 | |||
0099 | REMOVE & REINSTALL COORDINATING UNIT | 23068NN | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
0100 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 19.00 | 19.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
0101 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,516.00 | 0.00 | |||
0102 | INSTALL SIGNAL SENSOR SYSTEM | 24133EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,496.00 | 0.00 | |||
Project | DE03700601502 | Fed/State Project Number | STP 7320 (010) | Category | 0006 LANDSCAPING | |||||||
0103 | LANDSCAPING | 23721NN | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,420.00 | 0.00 | |||
Project | DE03700601502 | Fed/State Project Number | STP 7320 (010) | Category | 0007 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0104 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 336,000.00 | 168,000.00 | 168,000.00 | |
0105 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 109,000.00 | 0.00 | |||
SUBTOT | $170,061.01 |
$170,061.01 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |