|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:10/05/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 101521 | Estimate Number | 0026 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07340) Wilson, Cory L. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code VC0000094651 | |||||
| P O BOX 2478 | |||||||
| LONDON , KY , 40743 | |||||||
| Pay Period | 07/01/2012 TO 07/07/2015 | ||||||
| Date Approved | 09/20/2015 | ||||||
| Primary Proj Number | DL03450341021 | ||||||
| Project No. | ARRA 3003(244) | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | LEGACY TRAIL PHASE 2 | ||||||
| Description | NEW TRAIL CONSTRUCTION FROM NEWTOWN PIKE AT CITATION BLVD. TO NORTHSIDE YMCA AT LOUDON AVENUE | ||||||
| Date Let | 02/26/2010 | Formal Acceptance | 04/01/2013 | ||||
| Date Awarded | 03/12/2010 | Date Work Began | 03/18/2010 | ||||
| Date Contract Executed | 03/17/2010 | Open To Traffic | 05/30/2011 | ||||
| Date NTP Issued | 03/17/2010 | Actual Completion Date | 05/30/2011 | ||||
| Current Contract Amount | $2,080,760.51 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,592,838.30 |
Total Earnings | $2,051,899.49 |
$2,013,654.87 |
$38,244.62 |
|
| Percent Complete | 98.61 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $28,861.02 |
Gross Earnings | $2,051,899.49 |
$2,013,654.87 |
$38,244.62 |
|
| Total Change Orders | $487,922.21 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,051,899.49 |
$2,013,654.87 |
$38,244.62 |
|||
| Contract Id | 101521 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0026 | Project Number | ARRA 3003(244) | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 07/01/2012 TO 07/07/2015 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | 70 ft Bridge Span, MSE Wall | Approved | 08/19/2010 | $281,492.50 | 30.0 | |||||
| 002 | Non Spec Material Override | Approved | 05/07/2010 | $0.00 | 0.0 | |||||
| 004 | fence, manholes, gate, guardrail, MSE wall, low water cross | Approved | 04/11/2011 | $26,477.10 | 3.0 | |||||
| 005 | Lexmark bridge Ped changes | Approved | 01/20/2012 | $19,926.80 | 0.0 | |||||
| 006 | Addition of time for utilities | Approved | 07/08/2011 | $0.00 | 240.0 | |||||
| 007 | erosion control, signs, etc. | Approved | 08/19/2011 | $55,878.40 | 240.0 | |||||
| 008 | Dirt shoulders | Approved | 01/20/2012 | $27,171.72 | 0.0 | |||||
| 009 | Drilled Shaft - 30 in - Solid Rock | Approved | 06/08/2012 | $34,588.80 | 4.0 | |||||
| 010 | DGA | Approved | 10/17/2013 | $41,595.17 | 0.0 | |||||
| 011 | Pave Striping Removal 4IN -Thermo Stop Bar & Remove Thermo | Approved | 06/18/2015 | $791.72 | 0.0 | |||||
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 | 101521 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DL03450341021 | |||||||
| Estimate Nbr | 0026 | Period | 07/01/2012 TO 07/07/2015 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | DL03450341021 | Fed/State Project Number | ARRA 3003(244) | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 837.00 | 837.000 | 865.660 | 865.660 | 31.50 | 27,268.29 | |||
| 0020 | REMOVE CURB AND GUTTER | 01812 | LF | 477.00 | 477.000 | 492.000 | 492.000 | 10.00 | 4,920.00 | |||
| 0030 | SPECIAL HEADER CURB | 01877 | LF | 180.00 | 267.500 | 267.500 | 267.500 | 30.00 | 8,025.00 | |||
| 0040 | REMOVE FENCE | 02265 | LF | 141.00 | 161.000 | 161.000 | 161.000 | 4.50 | 724.50 | |||
| 0050 | FENCE-6 FT CHAIN LINK | 02274 | LF | 348.00 | 207.000 | 218.000 | 218.000 | 24.75 | 5,395.50 | |||
| 0060 | REMOVE GUARDRAIL | 02381 | LF | 139.00 | 220.000 | 220.500 | 220.500 | 4.50 | 992.25 | |||
| 0070 | CLEARING AND GRUBBING 12.8 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0080 | SIGNS | 02562 | SQFT | 447.00 | 672.000 | 671.890 | 671.890 | 56.00 | 37,625.84 | |||
| 0090 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0100 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0110 | TEMP SILT FENCE | 02701 | LF | 12,980.00 | 13,147.000 | 13,147.000 | 13,147.000 | 2.20 | 28,923.40 | |||
| 0120 | SILT TRAP TYPE B | 02704 | EACH | 15.00 | 27.000 | 27.000 | 27.000 | 34.50 | 931.50 | |||
| 0130 | SILT TRAP TYPE C | 02705 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 34.50 | 69.00 | |||
| 0140 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 15.00 | 15.000 | 11.000 | 11.000 | 69.00 | 759.00 | |||
| 0150 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 69.00 | 138.00 | |||
| 0160 | CLEAN TEMP SILT FENCE | 02709 | LF | 12,980.00 | 12,980.000 | 1,185.000 | 1,185.000 | 0.25 | 296.25 | |||
| 0170 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 98.00 | 98.000 | 76.050 | 76.050 | 38.00 | 2,889.90 | |||
| 0180 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 188.00 | 188.000 | 121.920 | 121.920 | 10.00 | 1,219.20 | |||
| 0190 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,350.00 | 13,350.00 | |||
| 0200 | SEEDING AND PROTECTION | 05985 | SQYD | 27,825.00 | 27,825.000 | 27,825.000 | 27,825.000 | 0.40 | 11,130.00 | |||
| 0210 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 3,295.00 | 4,278.000 | 4,374.000 | 4,096.830 | 8,470.830 | 0.25 | 1,093.50 | 2,117.70 | |
| 0220 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 1,520.00 | 1,520.000 | 140.000 | 1,406.000 | 1,546.000 | 5.50 | 770.00 | 8,503.00 | |
| 0230 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 153.00 | 195.000 | 42.000 | 143.000 | 185.000 | 5.50 | 231.00 | 1,017.50 | |
| 0240 | EARTHWORK | 20196ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 74,030.00 | 74,030.00 | |||
| 0250 | WOOD PLANK FENCE | 22000ED | LF | 183.00 | 661.000 | 661.000 | 661.000 | 10.00 | 6,610.00 | |||
| 0260 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 480.00 | 539.000 | 539.000 | 539.000 | 19.75 | 10,645.25 | |||
| 0270 | TURF REINFORCEMENT MAT 4 | 23277EN11F | SQYD | 253.00 | 253.000 | 253.000 | 253.000 | 14.50 | 3,668.50 | |||
| 0280 | TRENCH DRAIN | 23775EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0290 | CONCRETE ISLAND | 23776EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,025.00 | 2,025.00 | |||
| 0300 | SANITARY SEWER ENCASEMENT | 23779EC | LF | 45.00 | 45.000 | 45.000 | 45.000 | 300.00 | 13,500.00 | |||
| 0310 | SPEED HUMP | 30050 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0320 | MONOLITHIC CURB AND SIDEWALK | 30051 | LF | 203.00 | 203.000 | 205.000 | 205.000 | 29.25 | 5,996.25 | |||
| 0330 | DROP CURB FOR RAMP | 30055 | LF | 248.00 | 248.000 | 248.000 | 248.000 | 20.25 | 5,022.00 | |||
| 0340 | RELOCATE BACKFLOW PREVENTER | 30060 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,003.50 | 2,003.50 | |||
| 8000 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8001 | SANITARY SEWER MANHOLE raise manhole | 01799 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,285.00 | 4,570.00 | |||
| 8002 | FENCE-8 FT CHAIN LINK | 02275 | LF | 0.00 | 160.000 | 160.000 | 160.000 | 37.50 | 6,000.00 | |||
| 8003 | TEMPORARY STREAM CROSSING near bridge 1 | 21447NC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 9,750.00 | 9,750.00 | |||
| 8004 | PEDESTRIAN GATE-CHAIN LINK district office | 02281 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 617.35 | 617.35 | |||
| 8006 | WATER BLASTING EXISTING STRIPE Lexmark Bridge area | 22664EN | LF | 0.00 | 976.000 | 976.000 | 976.000 | 0.92 | 897.92 | |||
| 8007 | PRESSURE WASH EXIST BRIDGE Water Blast for Color Coating | 22591EN | SQYD | 0.00 | 840.000 | 14.000 | 840.000 | 854.000 | 1.23 | 17.22 | 1,050.42 | |
| 8008 | CONCRETE SEALANT Three Coat Color Coating | 23241EC | SQFT | 0.00 | 2,704.000 | -197.760 | 2,704.000 | 2,506.240 | 3.56 | -704.02 | 8,922.21 | |
| 8009 | DRAINS Rock Seat Wall Drains | 21445ND | LS | 0.00 | 1.000 | 0.000 | 0.000 | 1,968.00 | 0.00 | |||
| 8010 | EXCAVATION ROCK | 21554EN | CUYD | 0.00 | 25.000 | 25.000 | 25.000 | 35.00 | 875.00 | |||
| 8011 | ASPHALT PAVE MILLING & TEXTURING milling | 02677 | TON | 0.00 | 15.540 | 15.540 | 15.540 | 336.00 | 5,221.44 | |||
| 8012 | SHOULDERING earth shouldrers | 02714 | LF | 0.00 | 9,913.000 | 9,913.000 | 9,913.000 | 8.40 | 83,358.41 | |||
| 8013 | PAVE STRIPING REMOVAL-4 IN Pave Striping Removal 4-IN | 06530 | LF | 0.00 | 846.000 | 846.000 | 0.000 | 846.000 | 0.42 | 355.32 | 355.32 | |
| 8014 | REMOVE PAVEMENT STRIPING -24 IN | 24544EC | LF | 0.00 | 260.000 | 260.000 | 0.000 | 260.000 | 0.79 | 205.40 | 205.40 | |
| Project | DL03450341021 | Fed/State Project Number | ARRA 3003(244) | Category | 0002 LANDSCAPING | |||||||
| 0350 | HARDWOOD MULCH | 23319EC | SQYD | 1,700.00 | 1,700.000 | 243.150 | 1,456.850 | 1,700.000 | 4.20 | 1,021.23 | 7,140.00 | |
| 0360 | MILE MARKER | 30012 | EACH | 2.00 | 3.000 | 3.000 | 3.000 | 779.00 | 2,337.00 | |||
| 0370 | MILE MARKER SIGN PANEL | 30013 | EACH | 4.00 | 6.000 | 6.000 | 6.000 | 275.00 | 1,650.00 | |||
| 0380 | TRAILHEAD ENTRY SIGN YMCA | 30014 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 13,200.00 | 13,200.00 | |||
| 0390 | TRAILHEAD KIOSK | 30015 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,510.00 | 7,510.00 | |||
| 0400 | METAL SIGN PANEL | 30016 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,010.00 | 0.00 | |||
| 0410 | LITTER RECEPTACLE ENCLOSURE | 30018 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 0420 | LITTER RECEPTACLE LINER | 30019 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 190.00 | 380.00 | |||
| 0430 | BIKE RACK | 30020 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 382.00 | 1,910.00 | |||
| 0440 | ROCK SEAT WALL | 30022 | LF | 478.00 | 478.000 | 525.000 | 525.000 | 150.00 | 78,750.00 | |||
| 0450 | CANOPY TREE (REVISED: 2-24-10) | 30023 | EACH | 51.00 | 51.000 | 15.000 | 36.000 | 51.000 | 330.00 | 4,950.00 | 16,830.00 | |
| 0460 | UNDERSTORY TREE | 30024 | EACH | 16.00 | 16.000 | 1.000 | 15.000 | 16.000 | 330.00 | 330.00 | 5,280.00 | |
| 0470 | LARGE NATIVE GRASSES (REVISED: 2-24-10) | 30025 | EACH | 2,648.00 | 2,715.000 | 2,715.000 | 2,715.000 | 21.75 | 59,051.25 | |||
| 0480 | RAIN GARDEN PLANT MIX | 30027 | SQFT | 1,153.00 | 1,153.000 | 345.900 | 807.100 | 1,153.000 | 5.25 | 1,815.97 | 6,053.25 | |
| 0490 | PRAIRE DROPSEED (REVISED: 2-24-10) | 30028 | SQFT | 4,655.00 | 4,820.000 | 4,819.320 | 4,819.320 | 2.75 | 13,253.13 | |||
| 0500 | PERRENIALS (REVISED: 2-24-10) | 30029 | EACH | 2,721.00 | 3,245.000 | 3,245.000 | 3,245.000 | 17.25 | 55,976.25 | |||
| 0510 | NO MOW GRASS SEED | 30030 | SQFT | 9,690.00 | 9,690.000 | 0.000 | 0.000 | 0.05 | 0.00 | |||
| 0520 | TREE PROTECTION AND TRIMMING | 30031 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 1,500.00 | 6,000.00 | |||
| 0530 | SOD | 30052 | SQFT | 4,300.00 | 4,300.000 | 4,300.000 | 4,300.000 | 0.75 | 3,225.00 | |||
| 0540 | BROOM FINISH CONCRETE | 30061 | SQYD | 990.00 | 1,679.000 | 1,678.640 | 1,678.640 | 38.00 | 63,788.32 | |||
| 0840 | SHRUB (ADDED: 2-24-10) | 20001ES724 | EACH | 93.00 | 93.000 | 71.000 | 22.000 | 93.000 | 65.00 | 4,615.00 | 6,045.00 | |
| Project | DL03450341021 | Fed/State Project Number | ARRA 3003(244) | Category | 0003 BRIDGE | |||||||
| 0560 | REMOVE BRIDGE RAIL | 08811 | LF | 98.00 | 98.000 | 98.000 | 98.000 | 11.00 | 1,078.00 | |||
| 0570 | RETAINING WALL- MODULAR CONCRETE | 21496ED | SQFT | 2,503.00 | 7,450.000 | 7,450.000 | 7,450.000 | 27.50 | 204,875.00 | |||
| 0580 | PEDESTRIAN RAIL | 23538EC | LF | 824.00 | 824.000 | 841.000 | 841.000 | 110.15 | 92,636.15 | |||
| 0590 | BRIDGE RAIL | 23539EC | LF | 98.00 | 98.000 | 98.000 | 98.000 | 99.50 | 9,751.00 | |||
| 0600 | DRILLED SHAFT-30 IN-COMMON (REVISED: 2-24-10) | 23767EC | LF | 48.00 | 48.000 | 52.600 | 52.600 | 115.75 | 6,088.45 | |||
| 0610 | DRILLED SHAFT-30 IN-SOLID ROCK (REVISED: 2-24-10) | 23768EC | LF | 20.00 | 116.080 | 89.520 | 89.520 | 360.00 | 32,227.20 | |||
| 0620 | PREFAB BRIDGE-70 FT-SPAN | 30053 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 153,150.00 | 306,300.00 | |||
| 0630 | CONCRETE SUBSTRUCTURE (REVISED: 2-24-10) | 30056 | CUYD | 67.00 | 67.000 | 66.990 | 66.990 | 438.00 | 29,341.62 | |||
| Project | DL03450341021 | Fed/State Project Number | ARRA 3003(244) | Category | 0004 PAVING-ASPH ALT 1 | |||||||
| 0640 | DGA BASE | 00001 | TON | 10,239.00 | 9,492.630 | 9,492.680 | 9,492.680 | 19.55 | 185,581.89 | |||
| 0650 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,143.00 | 2,143.000 | 1,970.250 | 1,970.250 | 72.50 | 142,843.12 | |||
| 0660 | CL2 ASPH SURF NO.4D PG64-22 | 21653ES403 | TON | 1,281.00 | 1,281.000 | 1,270.210 | 1,270.210 | 86.70 | 110,127.20 | |||
| Project | DL03450341021 | Fed/State Project Number | ARRA 3003(244) | Category | 0006 DRAINAGE | |||||||
| 0690 | CULVERT PIPE-12 IN | 00460 | LF | 116.00 | 116.000 | 80.000 | 80.000 | 42.00 | 3,360.00 | |||
| 0700 | CULVERT PIPE-15 IN | 00461 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 47.00 | 1,128.00 | |||
| 0710 | CULVERT PIPE-15 IN EQUIV | 00490 | LF | 36.00 | 36.000 | 36.000 | 36.000 | 80.00 | 2,880.00 | |||
| 0720 | STORM SEWER PIPE-18 IN | 00522 | LF | 74.00 | 74.000 | 74.000 | 74.000 | 51.00 | 3,774.00 | |||
| 0730 | STORM SEWER PIPE-30 IN | 00526 | LF | 36.00 | 36.000 | 36.000 | 36.000 | 85.00 | 3,060.00 | |||
| 0740 | TRENCH DRAIN | 23775EC | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0750 | PVC YARD INLET | 30054 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| Project | DL03450341021 | Fed/State Project Number | ARRA 3003(244) | Category | 0007 DRAINAGE-ALT 1 | |||||||
| 0760 | CONCRETE-CLASS A | 08100 | CUYD | 13.60 | 13.600 | 13.600 | 13.600 | 1,090.00 | 14,824.00 | |||
| 0770 | STEEL REINFORCEMENT | 08150 | LB | 701.00 | 701.000 | 701.000 | 701.000 | 2.50 | 1,752.50 | |||
| Project | DL03450341021 | Fed/State Project Number | ARRA 3003(244) | Category | 0009 DEMOB AND MOB | |||||||
| 0820 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 74,728.30 | 74,728.30 | |||
| 0830 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 23,544.00 | 23,544.00 | 23,544.00 | |
| SUBTOT | $38,244.61 |
$2,051,899.46 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||