|
Report_Id: 122451 Est NO 0010 |
Date:03/28/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 122451 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06380) Hammer, Lee A. PE | ||||||
| Contractor | OHIO VALLEY ASPHALT LLC | ADDR SN 1 VC Code VC0000111827 | |||||
| PO BOX 200 | |||||||
| PARIS , KY , 40362-0200 | |||||||
| Pay Period | 02/09/2013 TO 02/22/2013 | ||||||
| Date Approved | 03/07/2013 | ||||||
| Primary Proj Number | MP021007112R1 | ||||||
| Project No. | FD04 SPP 021 0071 038-054, FD04 SPP 039 0071 053-057 | ||||||
| Primary County | CARROLL | ||||||
| Name of Road | INTERSTATE 71 IN GALLATIN AND CARROLL COUNTY | ||||||
| Description | INTERSTATE 71 IN GALLATIN AND CARROLL COUNTY | ||||||
| Date Let | 09/14/2012 | Formal Acceptance | |||||
| Date Awarded | 09/18/2012 | Date Work Began | 10/03/2012 | ||||
| Date Contract Executed | 09/26/2012 | Open To Traffic | |||||
| Date NTP Issued | 09/26/2012 | Actual Completion Date | |||||
| Current Contract Amount | $11,661,254.40 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $11,661,254.40 |
Total Earnings | $3,001,023.61 |
$2,899,071.11 |
$101,952.50 |
|
| Percent Complete | 25.74 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $8,660,230.79 |
Gross Earnings | $3,001,023.61 |
$2,899,071.11 |
$101,952.50 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,001,023.61 |
$2,899,071.11 |
$101,952.50 |
|||
| Contract Id | 122451 | Change Order Summary |
County | CARROLL | ||||||
| Estimate Nbr | 0010 | Project Number | FD04 SPP 021 0071 038-054, FD04 SPP 039 0071 053-057 | |||||||
| Contractor | OHIO VALLEY ASPHALT LLC | Period | 02/09/2013 TO 02/22/2013 | |||||||
| 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 | 122451 | COMMONWEALTH OF KENTUCKY |
County | CARROLL | ||||||
| Contract Type | ASGR ASPHALT SURFACE WITH GUARDRAIL | TRANSPORTATION CABINET |
Primary Project Number | MP021007112R1 | ||||||
| Estimate Nbr | 0010 | Period | 02/09/2013 TO 02/22/2013 | |||||||
| Contractor | OHIO VALLEY ASPHALT LLC | |||||||||
| Project | MP021007112R1 | Fed/State Project Number | FD04 SPP 021 0071 038-054 | 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 | DGA BASE | 00001 | TON | 14,000.00 | 14,000.000 | 1,662.330 | 1,662.330 | 23.00 | 38,233.59 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1,862.00 | 1,862.000 | 193.450 | 193.450 | 40.00 | 7,738.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 3,900.00 | 3,900.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0040 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 223.00 | 223.000 | 14.830 | 14.830 | 600.00 | 8,898.00 | |||
| 0050 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 14,786.00 | 14,786.000 | 4,200.120 | 4,200.120 | 68.00 | 285,608.16 | |||
| 0060 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 36,630.00 | 36,630.000 | 5,277.690 | 5,277.690 | 82.00 | 432,770.58 | |||
| 0070 | ASPHALT WEDGE CURB | 01897 | LF | 10,280.00 | 10,280.000 | 0.000 | 0.000 | 5.35 | 0.00 | |||
| 0080 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 1,230.00 | 1,230.000 | 283.000 | 283.000 | 5.00 | 1,415.00 | |||
| 0090 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 224.00 | 224.000 | 46.000 | 143.000 | 189.000 | 5.00 | 230.00 | 945.00 | |
| 0100 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 20.000 | 20.000 | 300.00 | 6,000.00 | |||
| 0110 | REMOVE & REPLACE FENCE | 02268 | LF | 3,185.00 | 3,185.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0120 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 112,300.00 | 112,300.000 | 3,337.500 | 31,950.000 | 35,287.500 | 15.30 | 51,063.75 | 539,898.75 | |
| 0130 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 1,100.00 | 1,100.000 | 550.000 | 687.500 | 1,237.500 | 25.00 | 13,750.00 | 30,937.50 | |
| 0140 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 137.50 | 137.500 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0150 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 9.00 | 9.000 | 5.000 | 5.000 | 10.000 | 40.00 | 200.00 | 400.00 | |
| 0160 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 14.00 | 14.000 | 2.500 | 4.500 | 7.000 | 3,450.00 | 8,625.00 | 24,150.00 | |
| 0170 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 9.00 | 9.000 | 4.000 | 5.000 | 9.000 | 5,000.00 | 20,000.00 | 45,000.00 | |
| 0180 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 82.00 | 82.000 | 1.000 | 12.000 | 13.000 | 2,100.00 | 2,100.00 | 27,300.00 | |
| 0190 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 81.00 | 81.000 | 11.000 | 11.000 | 650.00 | 7,150.00 | |||
| 0200 | REMOVE GUARDRAIL | 02381 | LF | 113,520.00 | 113,520.000 | 3,512.500 | 32,362.500 | 35,875.000 | 1.10 | 3,863.75 | 39,462.50 | |
| 0210 | SIGNS | 02562 | SQFT | 360.00 | 360.000 | 284.000 | 284.000 | 7.00 | 1,988.00 | |||
| 0220 | MAINTAIN & CONTROL TRAFFIC CARROLL | 02650 | LS | 1.00 | 1.000 | 0.360 | 0.360 | 531,000.00 | 191,160.00 | |||
| 0230 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0240 | MOBILIZATION FOR MILL & TEXT CARROLL | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,800.00 | 3,800.00 | |||
| 0250 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 50,875.00 | 50,875.000 | 8,871.480 | 8,871.480 | 9.00 | 79,843.32 | |||
| 0260 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 285,000.00 | 285,000.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 0270 | BASE FAILURE REPAIR | 03240 | SQYD | 12,542.00 | 12,542.000 | 12,264.300 | 12,264.300 | 44.00 | 539,629.20 | |||
| 0280 | CONDUIT-1 1/4 IN | 04793 | LF | 20.00 | 20.000 | 22.000 | 22.000 | 10.00 | 220.00 | |||
| 0290 | CONDUIT-2 IN | 04795 | LF | 10.00 | 10.000 | 10.000 | 10.000 | 10.00 | 100.00 | |||
| 0300 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 650.00 | 650.00 | |||
| 0310 | TRENCHING AND BACKFILLING | 04820 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 5.00 | 125.00 | |||
| 0320 | PIEZOELECTRIC SENSOR | 04829 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0330 | LOOP WIRE | 04830 | LF | 750.00 | 750.000 | 838.000 | 838.000 | 0.50 | 419.00 | |||
| 0340 | LOOP SAW SLOT AND FILL | 04895 | LF | 181.00 | 181.000 | 142.000 | 142.000 | 14.00 | 1,988.00 | |||
| 0350 | TRENCHING (REVISED: 9-13-12) | 06427 | LF | 170,440.00 | 170,440.000 | 25,260.000 | 25,260.000 | 0.50 | 12,630.00 | |||
| 0360 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 162,000.00 | 162,000.000 | 17,330.000 | 17,330.000 | 0.15 | 2,599.50 | |||
| 0370 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 1,640.00 | 1,640.000 | 0.000 | 0.000 | 17.75 | 0.00 | |||
| 0380 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 1,640.00 | 1,640.000 | 120.000 | 120.000 | 5.00 | 600.00 | |||
| 0390 | FUEL ADJUSTMENT | 10020NS | DOLL | 99,640.00 | 99,640.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0400 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 165,161.00 | 165,161.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0410 | REM ASPHALT WEDGE CURB | 20192ED | LF | 10,280.00 | 10,280.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0420 | GALVANIZED STEEL CABINET | 20359NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 450.00 | 450.00 | |||
| 0430 | WOOD POST | 20360ES818 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 0440 | DURABLE WATERBORNE MARKING-6 IN W | 24189ER | LF | 195,177.00 | 195,177.000 | 18,762.000 | 18,762.000 | 0.20 | 3,752.40 | |||
| 0450 | DURABLE WATERBORNE MARKING-6 IN Y | 24190ER | LF | 159,100.00 | 159,100.000 | 29,189.000 | 29,189.000 | 0.20 | 5,837.80 | |||
| 0460 | DURABLE WATERBORNE MARKING-12 IN W | 24191ER | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0480 | ARROW PANEL (ADDED: 9-7-12) | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| Project | MP021007112R1 | Fed/State Project Number | FD04 SPP 021 0071 038-054 | Category | 0002 DEMOBILIZATION | |||||||
| 0470 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 132,746.87 | 0.00 | |||
| SUBTOT | $99,832.50 |
$2,355,899.30 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MP039007112R1 | Fed/State Project Number | FD04 SPP 039 0071 053-057 | 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 | DGA BASE | 00001 | TON | 4,000.00 | 4,000.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 465.00 | 465.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,100.00 | 1,100.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0040 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 56.00 | 56.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0050 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 3,554.00 | 3,554.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0060 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 10,937.00 | 10,937.000 | 4,390.540 | 4,390.540 | 82.00 | 360,024.28 | |||
| 0070 | ASPHALT WEDGE CURB | 01897 | LF | 3,515.00 | 3,515.000 | 0.000 | 0.000 | 5.35 | 0.00 | |||
| 0080 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 186.00 | 186.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0090 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0100 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 10.000 | 10.000 | 300.00 | 3,000.00 | |||
| 0110 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 14,862.50 | 14,862.500 | 100.000 | 100.000 | 15.30 | 1,530.00 | |||
| 0120 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 137.50 | 137.500 | 137.500 | 137.500 | 25.00 | 3,437.50 | |||
| 0130 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 40.00 | 40.00 | |||
| 0140 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 3.00 | 3.000 | 0.500 | 0.500 | 3,450.00 | 1,725.00 | |||
| 0150 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0160 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0170 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0180 | REMOVE GUARDRAIL | 02381 | LF | 15,000.00 | 15,000.000 | 287.500 | 287.500 | 1.10 | 316.25 | |||
| 0190 | SIGNS | 02562 | SQFT | 248.00 | 248.000 | 240.000 | 240.000 | 7.00 | 1,680.00 | |||
| 0200 | MAINTAIN & CONTROL TRAFFIC GALLATIN | 02650 | LS | 1.00 | 1.000 | 0.010 | 0.250 | 0.260 | 212,000.00 | 2,120.00 | 55,120.00 | |
| 0210 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0220 | MOBILIZATION FOR MILL & TEXT GALLATIN | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,800.00 | 3,800.00 | |||
| 0230 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 14,550.00 | 14,550.000 | 3,907.450 | 3,907.450 | 9.00 | 35,167.05 | |||
| 0240 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 92,980.00 | 92,980.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 0250 | BASE FAILURE REPAIR | 03240 | SQYD | 3,307.00 | 3,307.000 | 3,306.770 | 3,306.770 | 44.00 | 145,497.88 | |||
| 0260 | CONDUIT-1 1/4 IN | 04793 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0270 | TRENCHING AND BACKFILLING | 04820 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0280 | PIEZOELECTRIC SENSOR | 04829 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0290 | LOOP WIRE | 04830 | LF | 3,000.00 | 3,000.000 | 3,116.000 | 3,116.000 | 0.50 | 1,558.00 | |||
| 0300 | LOOP SAW SLOT AND FILL | 04895 | LF | 724.00 | 724.000 | 604.000 | 604.000 | 14.00 | 8,456.00 | |||
| 0310 | TRENCHING (REVISED: 9-13-12) | 06427 | LF | 45,540.00 | 45,540.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0320 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 35,164.00 | 35,164.000 | 5,269.000 | 5,269.000 | 0.15 | 790.35 | |||
| 0330 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 440.00 | 440.000 | 0.000 | 0.000 | 17.75 | 0.00 | |||
| 0340 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 440.00 | 440.000 | 115.000 | 115.000 | 5.00 | 575.00 | |||
| 0350 | FUEL ADJUSTMENT | 10020NS | DOLL | 28,139.00 | 28,139.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0360 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 46,542.00 | 46,542.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0370 | REM ASPHALT WEDGE CURB | 20192ED | LF | 3,515.00 | 3,515.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0380 | DURABLE WATERBORNE MARKING-6 IN W | 24189ER | LF | 59,260.00 | 59,260.000 | 19,768.000 | 19,768.000 | 0.20 | 3,953.60 | |||
| 0390 | DURABLE WATERBORNE MARKING-6 IN Y | 24190ER | LF | 46,490.00 | 46,490.000 | 17,267.000 | 17,267.000 | 0.20 | 3,453.40 | |||
| 0400 | DURABLE WATERBORNE MARKING-12 IN W | 24191ER | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0420 | ARROW PANEL (ADDED: 9-7-12) | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| Project | MP039007112R1 | Fed/State Project Number | FD04 SPP 039 0071 053-057 | Category | 0002 DEMOBILIZATION | |||||||
| 0410 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,253.12 | 0.00 | |||
| SUBTOT | $2,120.00 |
$3,001,023.61 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||