Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 091106 | Estimate Number | 0051 | Estimate Type FINAL | |||
District Office | JACKSON (10360) Ratliff, Wes, P.E. | ||||||
Contractor | HILL & HILL COMPANY LLC | ADDR SN 0 VC Code VC0000103840 | |||||
PO BOX 555 | |||||||
CORBIN , KY , 40702 | |||||||
Pay Period | 01/01/2012 TO 01/20/2012 | ||||||
Date Approved | 02/08/2012 | ||||||
Primary Proj Number | DE08312740906 | ||||||
Project No. | JL03 083 1274 006-008 | ||||||
Primary County | MENIFEE | ||||||
Name of Road | FRENCHBURG-MOREHEAD ROAD (KY 1274) | ||||||
Description | IMPROVE EXISTING ALIGNMENT AND MITIGATE ROCKFALL FROM MP 6.5 TO MP 8.0 | ||||||
Date Let | 08/21/2009 | Formal Acceptance | 09/21/2011 | ||||
Date Awarded | 09/01/2009 | Date Work Began | 10/13/2009 | ||||
Date Contract Executed | 09/22/2009 | Open To Traffic | 07/29/2011 | ||||
Date NTP Issued | 09/22/2009 | Actual Completion Date | 07/29/2011 | ||||
Current Contract Amount | $5,907,708.63 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $5,847,464.83 |
Total Earnings | $5,766,461.68 |
$5,744,856.68 |
$21,605.00 |
|
Percent Complete | 97.61 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $141,246.95 |
Gross Earnings | $5,766,461.68 |
$5,744,856.68 |
$21,605.00 |
|
Total Change Orders | $60,243.80 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $5,766,461.68 |
$5,744,856.68 |
$21,605.00 |
|||
Contract Id | 091106 | Change Order Summary |
County | MENIFEE | ||||||
Estimate Nbr | 0051 | Project Number | JL03 083 1274 006-008 | |||||||
Contractor | HILL & HILL COMPANY LLC | Period | 01/01/2012 TO 01/20/2012 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Additional Cribbing - Cost Plus Adjustment | Approved | 08/10/2010 | $35,527.97 | 1.0 | |||||
002 | Drop Box Additions and Time Extension | Approved | 05/11/2011 | $8,645.00 | 10.0 | |||||
003 | Cost Plus Cribbing Repair | Approved | 10/21/2011 | $16,070.83 | 1.0 | |||||
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 | 091106 | COMMONWEALTH OF KENTUCKY |
County | MENIFEE | ||||||
Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE08312740906 | |||||||
Estimate Nbr | 0051 | Period | 01/01/2012 TO 01/20/2012 | |||||||
Contractor | HILL & HILL COMPANY LLC | |||||||||
Project | DE08312740906 | Fed/State Project Number | JL03 083 1274 006-008 | 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 STONE BASE | 00003 | TON | 5,561.00 | 5,561.000 | 5,786.640 | 5,786.640 | 23.25 | 134,539.38 | |||
0020 | TRAFFIC BOUND BASE | 00020 | TON | 243.00 | 243.000 | 362.090 | 362.090 | 25.00 | 9,052.25 | |||
0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 104.00 | 104.000 | 182.250 | 182.250 | 25.00 | 4,556.25 | |||
0040 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 5,583.00 | 5,583.000 | 5,133.170 | 5,133.170 | 68.75 | 352,905.43 | |||
0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,443.00 | 1,443.000 | 1,546.120 | 1,546.120 | 76.50 | 118,278.18 | |||
0060 | ENTRANCE PIPE-15 IN | 00440 | LF | 91.00 | 91.000 | 91.000 | 91.000 | 33.00 | 3,003.00 | |||
0070 | CULVERT PIPE-18 IN | 00462 | LF | 267.00 | 298.000 | 255.000 | 255.000 | 50.00 | 12,750.00 | |||
0080 | CULVERT PIPE-24 IN | 00464 | LF | 203.00 | 252.000 | 253.000 | 253.000 | 55.00 | 13,915.00 | |||
0090 | PERFORATED PIPE-4 IN | 01000 | LF | 300.00 | 300.000 | 180.000 | 180.000 | 10.00 | 1,800.00 | |||
0100 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 100.00 | 100.000 | 20.000 | 20.000 | 10.00 | 200.00 | |||
0110 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
0120 | METAL END SECTION TY 1-15 IN | 01370 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
0130 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 4.00 | 1.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
0140 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 4.00 | 0.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
0150 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 9.000 | 8.000 | 8.000 | 3,000.00 | 24,000.00 | |||
0160 | REMOVE TEMP CONC BARRIER WALL | 02002 | LF | 508.00 | 508.000 | 500.000 | 500.000 | 10.00 | 5,000.00 | |||
0170 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 175.00 | 525.00 | |||
0180 | TEMP DITCH | 02159 | LF | 8,643.00 | 8,643.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
0190 | ROADWAY EXCAVATION | 02200 | CUYD | 1,087,429.00 | 1,087,429.000 | 1,087,429.000 | 1,087,429.000 | 3.49 | 3,795,127.21 | |||
0200 | WATER | 02242 | MGAL | 328.00 | 328.000 | 328.000 | 328.000 | 1.00 | 328.00 | |||
0210 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 50.00 | 350.00 | |||
0220 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 2,200.00 | 6,600.00 | |||
0230 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 950.00 | 1,900.00 | |||
0240 | REMOVE GUARDRAIL | 02381 | LF | 2,287.50 | 2,287.500 | 3,187.000 | 3,187.000 | 2.00 | 6,374.00 | |||
0250 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,275.00 | 13,650.00 | |||
0260 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 39.00 | 39.000 | 38.000 | 38.000 | 75.00 | 2,850.00 | |||
0270 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 75.00 | 225.00 | |||
0280 | CHANNEL LINING CLASS IV | 02488 | CUYD | 493.00 | 493.000 | 955.000 | 955.000 | 5.00 | 4,775.00 | |||
0290 | CLEARING AND GRUBBING 32 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 175,000.00 | 175,000.00 | |||
0300 | SIGNS | 02562 | SQFT | 848.00 | 848.000 | 848.000 | 848.000 | 8.00 | 6,784.00 | |||
0310 | EDGE KEY | 02585 | LF | 58.00 | 58.000 | 58.000 | 58.000 | 60.00 | 3,480.00 | |||
0320 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,138.00 | 1,138.000 | 2,439.000 | 2,439.000 | 2.00 | 4,878.00 | |||
0330 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
0340 | TEMP SILT FENCE | 02701 | LF | 8,643.00 | 8,643.000 | 5,856.000 | 5,856.000 | 2.00 | 11,712.00 | |||
0350 | SILT TRAP TYPE A | 02703 | EACH | 64.00 | 64.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
0360 | SILT TRAP TYPE B | 02704 | EACH | 64.00 | 64.000 | 29.000 | 29.000 | 75.00 | 2,175.00 | |||
0370 | SILT TRAP TYPE C | 02705 | EACH | 32.00 | 32.000 | 8.000 | 8.000 | 75.00 | 600.00 | |||
0380 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 256.00 | 256.000 | 3.000 | 3.000 | 10.00 | 30.00 | |||
0390 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 256.00 | 256.000 | 3.000 | 3.000 | 10.00 | 30.00 | |||
0400 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 128.00 | 128.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0410 | CLEAN TEMP SILT FENCE | 02709 | LF | 25,929.00 | 25,929.000 | 1,100.000 | 1,100.000 | 0.10 | 110.00 | |||
0420 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 48,000.00 | 48,000.00 | |||
0430 | EROSION CONTROL BLANKET | 05950 | SQYD | 15,735.00 | 15,735.000 | 13,500.000 | 13,500.000 | 1.15 | 15,525.00 | |||
0440 | TEMP MULCH | 05952 | SQYD | 155,079.00 | 155,079.000 | 44,680.000 | 44,680.000 | 0.18 | 8,042.40 | |||
0450 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 15,508.00 | 15,508.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
0460 | TOPDRESSING FERTILIZER | 05966 | TON | 8.00 | 8.000 | 8.000 | 8.000 | 900.00 | 7,200.00 | |||
0470 | SEEDING AND PROTECTION | 05985 | SQYD | 155,079.00 | 155,079.000 | 155,079.000 | 155,079.000 | 0.32 | 49,625.28 | |||
0480 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
0490 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 29,633.00 | 29,633.000 | 15,887.400 | 15,887.400 | 0.19 | 3,018.60 | |||
0500 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
0510 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
0520 | CONCRETE-CLASS A | 08100 | CUYD | 9.12 | 9.120 | 11.370 | 11.370 | 700.00 | 7,959.00 | |||
0530 | STEEL REINFORCEMENT | 08150 | LB | 64.00 | 64.000 | 64.000 | 64.000 | 2.00 | 128.00 | |||
0540 | FUEL ADJUSTMENT | 10020NS | DOLL | 157,555.00 | 157,555.000 | 77,630.070 | 77,630.070 | 1.00 | 77,630.07 | |||
0550 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 16,927.00 | 16,927.000 | 42,584.450 | 42,584.450 | 1.00 | 42,584.45 | |||
0560 | EARTHWORK MITIGATION (SEE PROPOSAL NOTE); (REVISED: 8-14-09) | 21477ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 157,245.60 | 157,245.60 | |||
0570 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 8,337.50 | 8,337.500 | 7,862.500 | 7,862.500 | 14.26 | 112,119.25 | |||
0580 | RAILROAD RAIL RETAINING WALL | 23072NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 82,150.00 | 82,150.00 | |||
0590 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 281.00 | 281.000 | 281.000 | 281.000 | 12.50 | 3,512.50 | |||
8000 | COST PLUS WORK | 10080NSD | DOLL | 0.00 | 35,527.970 | 35,527.970 | 35,527.970 | 1.00 | 35,527.97 | |||
8001 | COST PLUS WORK RR CRIBBING REPAIR | 10080NSD | DOLL | 0.00 | 14,465.820 | 14,465.820 | 14,465.820 | 1.00 | 14,465.82 | |||
8002 | CULVERT PIPE-18 IN INVOICE GIVEN TO MAINTENANCE | 00462 | LF | 0.00 | 44.000 | 44.000 | 44.000 | 16.31 | 717.78 | |||
8003 | SLOPED BOX OUTLET TYPE 1-18 IN INVOICE GIVEN TO MAINTENANCE | 01433 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 373.65 | 373.65 | |||
8004 | DROP BOX INLET TYPE 1 INVOICE GIVEN TO MAINTENANCE | 01490 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 513.57 | 513.57 | |||
Project | DE08312740906 | Fed/State Project Number | JL03 083 1274 006-008 | Category | 0002 MOBILIZATION/DEMOBILIZATION | |||||||
0600 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 246,000.00 | 246,000.00 | |||
0610 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 86,420.00 | 21,605.00 | 86,420.00 | |
SUBTOT | $21,605.00 |
$5,766,461.66 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0060-1-0I |
PIPE, CMP 1.63 MM | LF |
26.16 | 0037 | $33.000000 | $863.28 | ||||||
0070-1-0I |
PIPE, CMP 1.63 MM | LF |
95.76 | 0037 | $50.000000 | $4,788.00 | ||||||
0080-1-0I |
PIPE, CMP 1.63 MM | LF |
104.24 | 0037 | $55.000000 | $5,733.20 | ||||||
0060-1-0A |
PIPE, CMP 1.63 MM | LF |
26.16 | 0040 | $33.000000 | $-863.28 | ||||||
0070-1-0A |
PIPE, CMP 1.63 MM | LF |
64.00 | 0040 | $50.000000 | $-3,200.00 | ||||||
0080-1-0A |
PIPE, CMP 1.63 MM | LF |
104.24 | 0041 | $55.000000 | $-5,733.20 | ||||||
0070-1-0A |
PIPE, CMP 1.63 MM | LF |
31.76 | 0045 | $50.000000 | $-1,588.00 | ||||||
SUBTOT | $0.00 |