|
Report_Id: 122000 Est NO 0014 |
Date:12/15/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 122000 | Estimate Number | 0014 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06340) Mitchell, Laura T. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | ADDR SN 1 VC Code VC0000019236 | |||||
| AND SUBSIDIARY | |||||||
| 136 EAST FROGTOWN ROAD | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 07/31/2015 TO 11/19/2015 | ||||||
| Date Approved | 11/30/2015 | ||||||
| Primary Proj Number | MP00800751201 | ||||||
| Project No. | IM 0757 (138) | ||||||
| Primary County | BOONE | ||||||
| Name of Road | COVINGTON-LEXINGTON ROAD (I-75) | ||||||
| Description | 0.608 MILES N OF KY 338 OVERPASS EXTENDING N (NB ONLY) TO CHANGE IN PVMT. 0.602 MILES S OF KY 236 OVERPASS (INC.RAMPS) | ||||||
| Date Let | 01/27/2012 | Formal Acceptance | 04/11/2013 | ||||
| Date Awarded | 02/08/2012 | Date Work Began | 04/18/2012 | ||||
| Date Contract Executed | 04/17/2012 | Open To Traffic | 08/06/2012 | ||||
| Date NTP Issued | 04/17/2012 | Actual Completion Date | 08/06/2012 | ||||
| Current Contract Amount | $3,008,920.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,008,953.00 |
Total Earnings | $2,371,300.52 |
$2,368,550.52 |
$2,750.00 |
|
| Percent Complete | 78.81 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $637,619.48 |
Gross Earnings | $2,371,300.52 |
$2,368,550.52 |
$2,750.00 |
|
| Total Change Orders | $-33.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,371,300.52 |
$2,368,550.52 |
$2,750.00 |
|||
| Contract Id | 122000 | Change Order Summary |
County | BOONE | ||||||
| Estimate Nbr | 0014 | Project Number | IM 0757 (138) | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 07/31/2015 TO 11/19/2015 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Pavement Repairs | Approved | 03/15/2013 | $-33.00 | 0.0 | |||||
| 002 | Lot Pay Adjustment Override | Approved | 07/21/2015 | $0.00 | 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 | 122000 | COMMONWEALTH OF KENTUCKY |
County | BOONE | ||||||
| Contract Type | ASRS ASPHALT RESURFACING | TRANSPORTATION CABINET |
Primary Project Number | MP00800751201 | ||||||
| Estimate Nbr | 0014 | Period | 07/31/2015 TO 11/19/2015 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | |||||||||
| Project | MP00800751201 | Fed/State Project Number | IM 0757 (138) | 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 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,450.00 | 1,450.000 | 46.590 | 46.590 | 42.00 | 1,956.78 | |||
| 0020 | CL4 ASPH BASE 1.00D PG76-22 JOINT REPAIR;(REVISED: 1-24-12) | 00219 | TON | 1,240.00 | 1,240.000 | 1,391.720 | 1,391.720 | 100.00 | 139,172.00 | |||
| 0030 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 29,012.00 | 28,586.000 | 23,515.760 | 23,515.760 | 70.50 | 1,657,861.08 | |||
| 0040 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 575.00 | 575.000 | 400.000 | 400.000 | 20.00 | 8,000.00 | |||
| 0050 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 2,300.00 | 9,200.00 | |||
| 0060 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0070 | REMOVE GUARDRAIL | 02381 | LF | 750.00 | 750.000 | 693.750 | 693.750 | 2.00 | 1,387.50 | |||
| 0080 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
| 0090 | SIGNS | 02562 | SQFT | 1,200.00 | 1,200.000 | 901.000 | 901.000 | 7.00 | 6,307.00 | |||
| 0100 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.950 | 1.000 | 55,000.00 | 2,750.00 | 55,000.00 | |
| 0110 | TRUCK MOUNTED ATTENUATOR | 02654 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
| 0120 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,200.00 | 8,400.00 | |||
| 0130 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0140 | ASPHALT PAVE MILLING & TEXTURING JOINT REPAIR;(REVISED: 1-24-12) | 02677 | TON | 1,240.00 | 1,240.000 | 1,394.600 | 1,394.600 | 48.00 | 66,940.80 | |||
| 0150 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 29,012.00 | 29,012.000 | 24,144.860 | 24,144.860 | 4.00 | 96,579.44 | |||
| 0160 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 75,000.00 | 75,000.000 | 63,367.000 | 63,367.000 | 0.14 | 8,871.38 | |||
| 0170 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,100.00 | 4,400.00 | |||
| 0180 | CONDUIT-2 IN PLANNING LOOPS | 04795 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 5.50 | 275.00 | |||
| 0190 | CONDUIT-2 IN TRAFFIC LOOPS | 04795 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0200 | JUNCTION BOX TYPE B TRAFFIC LOOPS | 04811 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 570.00 | 570.00 | |||
| 0210 | TRENCHING AND BACKFILLING PLANNING LOOPS | 04820 | LF | 40.00 | 40.000 | 30.000 | 30.000 | 6.00 | 180.00 | |||
| 0220 | TRENCHING AND BACKFILLING TRAFFIC LOOPS | 04820 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0230 | PIEZOELECTRIC SENSOR PLANNING LOOPS | 04829 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 2,300.00 | 29,900.00 | |||
| 0240 | LOOP WIRE PLANNING LOOPS | 04830 | LF | 6,000.00 | 6,000.000 | 4,186.000 | 4,186.000 | 0.27 | 1,130.22 | |||
| 0250 | LOOP WIRE TRAFFIC LOOPS | 04830 | LF | 1,436.00 | 1,436.000 | 1,294.000 | 1,294.000 | 0.27 | 349.38 | |||
| 0260 | LOOP SAW SLOT AND FILL PLANNING LOOPS | 04895 | LF | 1,448.00 | 1,448.000 | 1,276.000 | 1,276.000 | 13.00 | 16,588.00 | |||
| 0270 | LOOP SAW SLOT AND FILL TRAFFIC LOOPS | 04895 | LF | 508.00 | 508.000 | 486.000 | 486.000 | 11.00 | 5,346.00 | |||
| 0280 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 165,000.00 | 165,000.000 | 31,578.000 | 31,578.000 | 0.22 | 6,947.16 | |||
| 0290 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 130.00 | 130.000 | 138.000 | 138.000 | 3.25 | 448.50 | |||
| 0300 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 123.00 | 123.000 | 89.000 | 89.000 | 9.00 | 801.00 | |||
| 0310 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 125.00 | 1,250.00 | |||
| 0320 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 0330 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0340 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0350 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 2,575.00 | 2,575.000 | 1,935.000 | 1,935.000 | 24.00 | 46,440.00 | |||
| 0360 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 719.00 | 719.000 | 393.000 | 393.000 | 24.00 | 9,432.00 | |||
| 0370 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 3,294.00 | 3,294.000 | 1,212.000 | 1,212.000 | 5.00 | 6,060.00 | |||
| 0380 | FUEL ADJUSTMENT | 10020NS | DOLL | 42,877.00 | 42,877.000 | -3,079.110 | -3,079.110 | 1.00 | -3,079.11 | |||
| 0390 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 75,558.00 | 75,558.000 | 40,700.450 | 40,700.450 | 1.00 | 40,700.45 | |||
| 0400 | JOINT ADHESIVE | 20071EC | LF | 132,132.00 | 132,132.000 | 116,617.000 | 116,617.000 | 0.58 | 67,637.86 | |||
| 0410 | GALVANIZED STEEL CABINET PLANNING LOOPS | 20359NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0420 | WOOD POST PLANNING LOOPS | 20360ES818 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 0430 | JUNCTION BOX TYPE A PLANNING LOOPS | 20391NS835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0440 | PAVE STRIPE PERM-12 IN HD21-WHITE | 22856EN | LF | 6,050.00 | 6,050.000 | 6,395.000 | 6,395.000 | 0.44 | 2,813.80 | |||
| 0450 | DURABLE WATERBORNE MARKING-6 IN W (REVISED: 1-11-12) | 24189ER | LF | 96,500.00 | 96,500.000 | 90,236.000 | 90,236.000 | 0.26 | 23,461.36 | |||
| 0460 | DURABLE WATERBORNE MARKING-6 IN Y (REVISED: 1-11-12) | 24190ER | LF | 68,500.00 | 68,500.000 | 52,814.500 | 52,814.500 | 0.26 | 13,731.77 | |||
| 8000 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -2,062.500 | -2,062.500 | 1.00 | -2,062.50 | |||
| 8001 | COST PLUS WORK PAVEMENT REPAIRS- | 10080NSD | DOLL | 0.00 | 30,000.000 | 12,753.580 | 12,753.580 | 1.00 | 12,753.58 | |||
| Project | MP00800751201 | Fed/State Project Number | IM 0757 (138) | Category | 0002 DEMOBILIZATION | |||||||
| 0470 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 45,000.22 | 11,250.05 | |||
| SUBTOT | $2,750.00 |
$2,371,300.50 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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