|
Report_Id: 131042 Est NO 0010 |
Date:04/14/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 131042 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01300) Leonard, Jordan A. | ||||||
| Contractor | HI-WAY PAVING INC | ADDR SN 0 VC Code VC0000132822 | |||||
| P O BOX 550 | |||||||
| HILLIARD , OH , 43026-0550 | |||||||
| Pay Period | 12/14/2013 TO 04/03/2014 | ||||||
| Date Approved | 04/14/2014 | ||||||
| Primary Proj Number | DE07300601342 | ||||||
| Project No. | STP 0601(175) | ||||||
| Primary County | MCCRACKEN | ||||||
| Name of Road | IRVIN COBB DRIVE(US 60) | ||||||
| Description | IRVIN COBB DRIVE(US 60) | ||||||
| Date Let | 07/12/2013 | Formal Acceptance | |||||
| Date Awarded | 07/24/2013 | Date Work Began | 08/13/2013 | ||||
| Date Contract Executed | 08/09/2013 | Open To Traffic | |||||
| Date NTP Issued | 08/09/2013 | Actual Completion Date | 12/10/2013 | ||||
| Current Contract Amount | $5,617,563.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,914,415.00 |
Total Earnings | $5,164,290.90 |
$5,153,978.45 |
$10,312.45 |
|
| Percent Complete | 91.93 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $453,272.10 |
Gross Earnings | $5,164,290.90 |
$5,153,978.45 |
$10,312.45 |
|
| Total Change Orders | $703,148.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,164,290.90 |
$5,153,978.45 |
$10,312.45 |
|||
| Contract Id | 131042 | Change Order Summary |
County | MCCRACKEN | ||||||
| Estimate Nbr | 0010 | Project Number | STP 0601(175) | |||||||
| Contractor | HI-WAY PAVING INC | Period | 12/14/2013 TO 04/03/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Cement Stabilization, Manholes | Approved | 11/07/2013 | $703,148.00 | 10.0 | |||||
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 | 131042 | COMMONWEALTH OF KENTUCKY |
County | MCCRACKEN | ||||||
| Contract Type | JPC JPC PAVEMENT | TRANSPORTATION CABINET |
Primary Project Number | DE07300601342 | ||||||
| Estimate Nbr | 0010 | Period | 12/14/2013 TO 04/03/2014 | |||||||
| Contractor | HI-WAY PAVING INC | |||||||||
| Project | DE07300601342 | Fed/State Project Number | STP 0601(175) | 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 | DE07300601342 | Fed/State Project Number | STP 0601(175) | Category | 0001 PAVING | |||||||
| 0010 | DGA BASE | 00001 | TON | 25,133.00 | 25,133.000 | 15,482.930 | 15,482.930 | 23.00 | 356,107.39 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 87.00 | 87.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 41.00 | 41.000 | 55.550 | 55.550 | 200.00 | 11,110.00 | |||
| 0050 | STANDARD INTEGRAL CURB | 01830 | LF | 5,617.00 | 5,617.000 | 4,801.850 | 4,801.850 | 4.00 | 19,207.40 | |||
| 0060 | JPC PAVEMENT-11 IN REVISED: 7-3-13 | 02071 | SQYD | 46,103.00 | 46,103.000 | 46,392.410 | 46,392.410 | 59.50 | 2,760,348.39 | |||
| 0070 | JPC PAVEMENT-8 IN SHLD | 02081 | SQYD | 6,437.00 | 6,437.000 | 6,366.900 | 6,366.900 | 40.00 | 254,676.00 | |||
| Project | DE07300601342 | Fed/State Project Number | STP 0601(175) | Category | 0002 ROADWAY | |||||||
| 0080 | GEOGRID REINFORCEMENT FOR SUBGRADE | 00005 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0090 | REMOVE CURB AND GUTTER | 01812 | LF | 5,617.00 | 5,617.000 | 4,801.850 | 4,801.850 | 1.00 | 4,801.85 | |||
| 0100 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 12.00 | 60.00 | |||
| 0110 | BARRICADE-TYPE III | 02014 | EACH | 62.00 | 62.000 | 72.000 | 72.000 | 79.50 | 5,724.00 | |||
| 0120 | REMOVE PCC PAVEMENT | 02058 | SQYD | 44,311.00 | 44,311.000 | 46,274.000 | 46,274.000 | 5.00 | 231,370.00 | |||
| 0130 | ROADWAY EXCAVATION REVISED: 7-3-13 | 02200 | CUYD | 15,238.00 | 15,238.000 | 12,114.330 | 12,114.330 | 10.00 | 121,143.30 | |||
| 0140 | DITCHING | 02237 | LF | 1,800.00 | 1,800.000 | 500.000 | 200.000 | 700.000 | 20.00 | 10,000.00 | 14,000.00 | |
| 0150 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 325.00 | 325.000 | 325.000 | 325.000 | 22.00 | 7,150.00 | |||
| 0160 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 0170 | REMOVE GUARDRAIL | 02381 | LF | 325.00 | 325.000 | 325.000 | 325.000 | 4.00 | 1,300.00 | |||
| 0180 | TEMPORARY SIGNS | 02562 | SQFT | 559.00 | 559.000 | 1,309.000 | 1,309.000 | 6.50 | 8,508.50 | |||
| 0190 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 500.00 | 500.000 | 1,423.480 | 1,423.480 | 2.00 | 2,846.96 | |||
| 0200 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 71,200.00 | 71,200.00 | |||
| 0210 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
| 0220 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 495.00 | 495.000 | 644.040 | 644.040 | 90.00 | 57,963.60 | |||
| 0230 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,014.00 | 4,028.00 | |||
| 0240 | SIDEWALK RAMP TYPE 1 | 03287 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 800.00 | 19,200.00 | |||
| 0250 | SEEDING AND PROTECTION | 05985 | SQYD | 3,762.00 | 3,762.000 | 416.600 | 8,846.660 | 9,263.260 | 0.75 | 312.45 | 6,947.44 | |
| 0260 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 19,011.00 | 19,011.000 | 45,195.000 | 45,195.000 | 0.25 | 11,298.75 | |||
| 0270 | PAVE STRIPING-PERM PAINT-4 IN YELLOW | 06514 | LF | 14,185.00 | 14,185.000 | 21,278.000 | 21,278.000 | 0.35 | 7,447.30 | |||
| 0280 | PAVE STRIPING-PERM PAINT-4 IN WHITE | 06514 | LF | 16,784.00 | 16,784.000 | 18,064.000 | 18,064.000 | 0.30 | 5,419.20 | |||
| 0290 | PAVE STRIPING-PERM PAINT-8 IN WHITE | 06516 | LF | 272.00 | 272.000 | 244.000 | 244.000 | 0.50 | 122.00 | |||
| 0300 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 7,200.00 | 7,200.000 | 2,770.000 | 2,770.000 | 2.00 | 5,540.00 | |||
| 0310 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 12,504.00 | 12,504.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0320 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 1,058.00 | 1,058.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0330 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 344.00 | 344.000 | 334.000 | 334.000 | 12.00 | 4,008.00 | |||
| 0340 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 59.00 | 59.000 | 17.000 | 17.000 | 125.00 | 2,125.00 | |||
| 0350 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0360 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 265.00 | 265.000 | 0.000 | 0.000 | 28.50 | 0.00 | |||
| 0370 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 269.00 | 269.000 | 0.000 | 0.000 | 28.50 | 0.00 | |||
| 0380 | FUEL ADJUSTMENT | 10020NS | DOLL | 19,061.00 | 19,061.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0390 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 96.00 | 96.000 | 84.000 | 84.000 | 5.00 | 420.00 | |||
| 0400 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 50.00 | 200.00 | |||
| 0410 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 19,223.00 | 19,223.000 | 35,305.000 | 35,305.000 | 0.60 | 21,183.00 | |||
| 0420 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 5,034.00 | 5,034.000 | 5,034.000 | 5,034.000 | 4.00 | 20,136.00 | |||
| 0430 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 81,000.00 | 81,000.00 | |||
| 0440 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 192.00 | 192.000 | 240.000 | 240.000 | 60.00 | 14,400.00 | |||
| 0450 | PAVE MARK TY 1 TAPE STOP BAR-12 IN | 23252ES717 | LF | 108.00 | 108.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0460 | PAVE MARK TY 1 TAPE-COMBO ARROW | 23269ES717 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0470 | PAVE MARK TY 1 TAPE-CURV ARROW | 23270ES717 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 8000 | CEMENT | 02542 | TON | 0.00 | 1,200.000 | 1,064.420 | 1,064.420 | 133.00 | 141,567.86 | |||
| 8001 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 0.00 | 53,000.000 | 50,466.000 | 50,466.000 | 7.15 | 360,831.90 | |||
| 8002 | ASPHALT CURING SEAL | 00358 | TON | 0.00 | 70.000 | 65.320 | 65.320 | 950.00 | 62,054.00 | |||
| 8003 | SAND FOR BLOTTER | 02702 | TON | 0.00 | 2,115.000 | 160.570 | 160.570 | 11.00 | 1,766.27 | |||
| Project | DE07300601342 | Fed/State Project Number | STP 0601(175) | Category | 0003 DRAINAGE | |||||||
| 0480 | STORM SEWER PIPE-15 IN | 00521 | LF | 97.00 | 97.000 | 97.760 | 97.760 | 162.00 | 15,837.12 | |||
| 0490 | STORM SEWER PIPE-18 IN | 00522 | LF | 38.00 | 38.000 | 28.650 | 28.650 | 167.00 | 4,784.55 | |||
| 0500 | STORM SEWER PIPE-24 IN | 00524 | LF | 30.00 | 30.000 | 27.080 | 27.080 | 181.00 | 4,901.48 | |||
| 0510 | STORM SEWER PIPE-30 IN | 00526 | LF | 30.00 | 30.000 | 11.240 | 11.240 | 202.00 | 2,270.48 | |||
| 0520 | STORM SEWER PIPE-36 IN | 00528 | LF | 30.00 | 30.000 | 28.580 | 28.580 | 222.00 | 6,344.76 | |||
| 0530 | STORM SEWER PIPE-42 IN | 00529 | LF | 8.00 | 8.000 | 12.660 | 12.660 | 243.00 | 3,076.38 | |||
| 0540 | CURB BOX INLET TYPE A | 01456 | EACH | 19.00 | 19.000 | 19.000 | 19.000 | 4,077.00 | 77,463.00 | |||
| 0550 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 12.000 | 12.000 | 12.000 | 6,803.00 | 81,636.00 | |||
| 0560 | FLOWABLE FILL | 02220 | CUYD | 1.00 | 1.000 | 1.000 | 1.000 | 437.00 | 437.00 | |||
| 0570 | CLEAN PIPE STRUCTURE | 03262 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0580 | CLEAN CULVERT | 20465EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,900.00 | 16,900.00 | |||
| Project | DE07300601342 | Fed/State Project Number | STP 0601(175) | Category | 0004 TRAFFIC LOOPS | |||||||
| 0590 | CONDUIT-1 1/4 IN | 04793 | LF | 25.00 | 25.000 | 27.000 | 27.000 | 9.00 | 243.00 | |||
| 0600 | CONDUIT-2 IN | 04795 | LF | 20.00 | 20.000 | 20.000 | 20.000 | 12.00 | 240.00 | |||
| 0610 | TRENCHING AND BACKFILLING | 04820 | LF | 40.00 | 40.000 | 15.000 | 15.000 | 3.00 | 45.00 | |||
| 0620 | PIEZOELECTRIC SENSOR | 04829 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,500.00 | 7,500.00 | |||
| 0630 | LOOP WIRE | 04830 | LF | 2,206.00 | 2,206.000 | 2,080.000 | 2,080.000 | 0.50 | 1,040.00 | |||
| 0640 | LOOP SAW SLOT AND FILL | 04895 | LF | 408.00 | 408.000 | 370.000 | 370.000 | 11.00 | 4,070.00 | |||
| 0650 | GALVANIZED STEEL CABINET | 20359NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 540.00 | 540.00 | |||
| 0660 | WOOD POST | 20360ES818 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 0670 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 950.00 | 950.00 | |||
| Project | DE07300601342 | Fed/State Project Number | STP 0601(175) | Category | 0005 MOB AND DEMOB | |||||||
| 0680 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 222,000.00 | 222,000.00 | |||
| 0690 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 69,500.00 | 0.00 | |||
| SUBTOT | $10,312.45 |
$5,164,290.89 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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