|
Report_Id: 181014 Est NO 0006 |
Date:10/16/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 181014 | Estimate Number | 0006 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07340) Shields, Austin C. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | ADDR SN 1 VC Code KY0028332 | |||||
| AND SUBSIDIARY | |||||||
| 136 EAST FROGTOWN ROAD | |||||||
| walton , KY , 41094 | |||||||
| Pay Period | 09/08/2018 TO 09/21/2018 | ||||||
| Date Approved | 10/02/2018 | ||||||
| Primary Proj Number | DE10500751814 | ||||||
| Project No. | NHPP IM 0756 (102) | ||||||
| Primary County | SCOTT | ||||||
| Name of Road | I-75 | ||||||
| Description | MILL AND THIN ASPHALT OVERLAY ON I-75 FROM 0.385 MILES SOUTH OF US-25(MP 133.980) EXTENDING NORTH AND ENDING 0.232 MILE | ||||||
| Date Let | 04/27/2018 | Formal Acceptance | |||||
| Date Awarded | 05/04/2018 | Date Work Began | 06/29/2018 | ||||
| Date Contract Executed | 06/13/2018 | Open To Traffic | |||||
| Date NTP Issued | 06/13/2018 | Actual Completion Date | |||||
| Current Contract Amount | $3,567,031.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,567,031.00 |
Total Earnings | $1,422,857.72 |
$874,864.16 |
$547,993.56 |
|
| Percent Complete | 40.41 |
Stockpiled Materials | $18,505.38 |
$18,505.38 |
$0.00 |
|
| Funds Available | $2,125,667.90 |
Gross Earnings | $1,441,363.10 |
$893,369.54 |
$547,993.56 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,441,363.10 |
$893,369.54 |
$547,993.56 |
|||
| Contract Id | 181014 | Change Order Summary |
County | SCOTT | ||||||
| Estimate Nbr | 0006 | Project Number | NHPP IM 0756 (102) | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 09/08/2018 TO 09/21/2018 | |||||||
| 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 | 181014 | COMMONWEALTH OF KENTUCKY |
County | SCOTT | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE10500751814 | ||||||
| Estimate Nbr | 0006 | Period | 09/08/2018 TO 09/21/2018 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | |||||||||
| Project | DE10500751814 | Fed/State Project Number | NHPP IM 0756 (102) | 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 | DE10500751814 | Fed/State Project Number | NHPP IM 0756 (102) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 4,667.00 | 4,667.000 | 696.340 | 696.340 | 26.00 | 18,104.84 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 647.00 | 647.000 | 625.350 | 625.350 | 80.00 | 50,028.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 213.00 | 213.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 26.00 | 26.000 | 0.000 | 0.000 | 630.00 | 0.00 | |||
| 0025 | GEOGRID REINFORCEMENT FOR ASPH | 00110 | SQYD | 4,889.00 | 4,889.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG76-22 | 00194 | TON | 2,129.00 | 2,129.000 | 24.630 | 43.310 | 67.940 | 75.00 | 1,847.25 | 5,095.50 | |
| 0035 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 5,509.00 | 5,509.000 | 1,656.510 | 1,656.510 | 75.00 | 124,238.25 | |||
| 0040 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 5,400.00 | 5,400.000 | 3,121.070 | 0.000 | 3,121.070 | 60.00 | 187,264.20 | 187,264.20 | |
| 0045 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 10,332.00 | 10,332.000 | 2,858.830 | 0.000 | 2,858.830 | 75.00 | 214,412.25 | 214,412.25 | |
| 0050 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 96.00 | 96.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0055 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 17,716.00 | 17,716.000 | 6,066.390 | 490.140 | 6,556.530 | 10.00 | 60,663.90 | 65,565.30 | |
| 0060 | SHOULDER RUMBLE STRIPS | 02696 | LF | 69,280.00 | 69,280.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0065 | TRENCHING | 06427 | LF | 3,040.00 | 3,040.000 | 3,360.000 | 3,360.000 | 14.00 | 47,040.00 | |||
| 8000 | ASPHALT MATERIAL FOR TACK NON-TRACKING Asphalt Material For Tack Non-Tracking | 24970EC | TON | 0.00 | 0.000 | 0.000 | 0.000 | 839.98 | 0.00 | |||
| Project | DE10500751814 | Fed/State Project Number | NHPP IM 0756 (102) | Category | 0002 ROADWAY | |||||||
| 0070 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | LF | 21,900.00 | 21,900.000 | 10,612.000 | 10,612.000 | 4.00 | 42,448.00 | |||
| 0075 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 880.00 | 880.000 | 201.000 | 201.000 | 22.00 | 4,422.00 | |||
| 0080 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,000.00 | 80,000.00 | |||
| 0085 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0090 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0095 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0100 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0105 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 0110 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 125.00 | 125.000 | 116.000 | 116.000 | 11.00 | 1,276.00 | |||
| 0115 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 1,160.00 | 1,160.000 | 1,160.000 | 1,160.000 | 7.00 | 8,120.00 | |||
| 0120 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 4.000 | 4.000 | 300.00 | 1,200.00 | |||
| 0125 | REMOVE PAVED DITCH | 02165 | SQYD | 568.00 | 568.000 | 352.670 | 352.670 | 13.00 | 4,584.71 | |||
| 0130 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0135 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0140 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 845.00 | 0.00 | |||
| 0145 | REMOVE GUARDRAIL | 02381 | LF | 1,637.50 | 1,637.500 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0150 | CHANNEL LINING CLASS III | 02484 | TON | 486.00 | 486.000 | 481.320 | 481.320 | 60.00 | 28,879.20 | |||
| 0155 | CONCRETE-CLASS B | 02555 | CUYD | 75.00 | 75.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| 0160 | TEMPORARY SIGNS | 02562 | SQFT | 800.00 | 800.000 | 552.000 | 552.000 | 9.00 | 4,968.00 | |||
| 0165 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 0.500 | 108,000.00 | 27,000.00 | 54,000.00 | |
| 0170 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,200.00 | 20,800.00 | |||
| 0175 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,000.00 | 2,000.00 | 2,000.00 | |
| 0180 | SILT TRAP TYPE A | 02703 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0185 | SILT TRAP TYPE B | 02704 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 235.00 | 0.00 | |||
| 0190 | SILT TRAP TYPE C | 02705 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0195 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 0200 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 128.00 | 0.00 | |||
| 0205 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 96.00 | 0.00 | |||
| 0210 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,600.00 | 0.00 | |||
| 0215 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 0220 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0225 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,160.00 | 1,160.000 | 1,160.000 | 1,160.000 | 38.00 | 44,080.00 | |||
| 0230 | EROSION CONTROL BLANKET | 05950 | SQYD | 9,680.00 | 9,680.000 | 4,250.160 | 4,250.160 | 1.34 | 5,695.21 | |||
| 0235 | TEMP MULCH | 05952 | SQYD | 6,453.00 | 6,453.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0240 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 4,840.00 | 4,840.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0245 | INITIAL FERTILIZER | 05963 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0250 | 20-10-10 FERTILIZER | 05964 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0255 | AGRICULTURAL LIMESTONE | 05992 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 61.00 | 0.00 | |||
| 0260 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 607.00 | 607.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0265 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 155.00 | 155.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 0270 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 60,000.00 | 60,000.000 | 22,474.000 | 22,474.000 | 0.20 | 4,494.80 | |||
| 0275 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 1,025.00 | 1,025.000 | 3,125.000 | 3,125.000 | 3.00 | 9,375.00 | |||
| 0280 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,640.00 | 1,640.000 | 1,999.000 | 1,999.000 | 3.00 | 5,997.00 | |||
| 0285 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 820.00 | 820.000 | 977.000 | 977.000 | 3.00 | 2,931.00 | |||
| 0290 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 115.00 | 115.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0295 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 830.00 | 830.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0300 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 128.00 | 128.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0305 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | |||
| 0310 | FUEL ADJUSTMENT | 10020NS | DOLL | 36,806.00 | 36,806.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0315 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 92,446.00 | 92,446.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0320 | REMOVE AND RESET PERF PIPE HEADWALL | 20758ED | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0325 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 1,637.50 | 1,637.500 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0330 | REMOVE CONC MEDIAN BARRIER | 21935EN | LF | 212.00 | 212.000 | 55.000 | 117.000 | 172.000 | 66.00 | 3,630.00 | 11,352.00 | |
| 0335 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 45,000.00 | 45,000.000 | 16,496.000 | 16,496.000 | 0.70 | 11,547.20 | |||
| 0340 | DURABLE WATERBORNE MARKING-6 IN W | 23159EN | LF | 38,000.00 | 38,000.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
| 0345 | DURABLE WATERBORNE MARKING-6 IN Y | 23160EN | LF | 31,000.00 | 31,000.000 | 26,715.000 | 0.000 | 26,715.000 | 0.31 | 8,281.65 | 8,281.65 | |
| 0350 | CONC MEDIAN BARRIER WALL TY 14C | 23877EC | LF | 197.00 | 197.000 | 100.000 | 72.000 | 172.000 | 126.00 | 12,600.00 | 21,672.00 | |
| 0355 | DURABLE WATERBORNE MARKING-12 IN W | 24191ER | LF | 3,110.00 | 3,110.000 | 0.000 | 0.000 | 0.63 | 0.00 | |||
| 0360 | INLAID PAVEMENT MARKER | 24489EC | EACH | 665.00 | 665.000 | 0.000 | 0.000 | 41.00 | 0.00 | |||
| 0365 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 22,577.00 | 22,577.000 | 2,858.830 | 0.000 | 2,858.830 | 1.72 | 4,917.18 | 4,917.18 | |
| 0370 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 1,082,013.00 | 1,082,013.000 | 313,728.000 | 0.000 | 313,728.000 | 0.04 | 12,549.12 | 12,549.12 | |
| 0375 | TEMPORARY SILT FENCE | 40030 | LF | 6,737.00 | 6,737.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| Project | DE10500751814 | Fed/State Project Number | NHPP IM 0756 (102) | Category | 0003 DRAINAGE | |||||||
| 0380 | CULVERT PIPE-18 IN | 00462 | LF | 28.00 | 28.000 | 66.000 | 66.000 | 530.00 | 34,980.00 | |||
| 0385 | CULVERT PIPE-24 IN | 00464 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0390 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0395 | REMOVE PIPE | 01310 | LF | 28.00 | 28.000 | 0.000 | 0.000 | 318.00 | 0.00 | |||
| 0400 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 4,800.00 | 9,600.00 | |||
| 0405 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0410 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 900.00 | 900.00 | |||
| 0415 | RECONSTRUCT CATCH BASIN | 01708 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2.000 | 2,900.00 | 2,900.00 | 5,800.00 | |
| 0420 | DITCHING AND SHOULDERING | 02575 | LF | 13,474.00 | 13,474.000 | 2,482.000 | 253.000 | 2,735.000 | 4.00 | 9,928.00 | 10,940.00 | |
| 0425 | REMOVE HEADWALL | 02625 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 900.00 | 1,800.00 | |||
| 0430 | CONCRETE-CLASS A | 08100 | CUYD | 0.90 | 0.900 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0435 | STEEL REINFORCEMENT | 08150 | LB | 99.00 | 99.000 | 0.000 | 0.000 | 2.40 | 0.00 | |||
| 0440 | REPLACE GRATE | 22660EN | LB | 272.00 | 272.000 | 0.000 | 0.000 | 2.40 | 0.00 | |||
| Project | DE10500751814 | Fed/State Project Number | NHPP IM 0756 (102) | Category | 0004 BRIDGE | |||||||
| 0445 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 276.00 | 276.000 | 426.700 | 426.700 | 114.00 | 48,643.80 | |||
| 0450 | REMOVE PAVEMENT | 02091 | SQYD | 669.00 | 669.000 | 669.000 | 669.000 | 22.00 | 14,718.00 | |||
| 0455 | FLOWABLE FILL | 02220 | CUYD | 328.00 | 328.000 | 290.000 | 290.000 | 140.00 | 40,600.00 | |||
| 0460 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 280.00 | 280.000 | 280.000 | 280.000 | 315.00 | 88,200.00 | |||
| 0465 | CONC MEDIAN BARRIER WALL TY 14C | 23877EC | LF | 15.00 | 15.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| Project | DE10500751814 | Fed/State Project Number | NHPP IM 0756 (102) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0470 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 36,837.50 | 36,837.50 | |||
| 0475 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 53,003.00 | 0.00 | |||
| SUBTOT | $547,993.55 |
$1,422,857.72 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0130-1-0I |
GRDRAIL ACCESSORIES | EACH |
3.00 | 0005 | $32.000000 | $96.00 | ||||||
0135-1-0I |
GUARDRAIL END TR 1 | EACH |
1.00 | 0005 | $1625.000000 | $1,625.00 | ||||||
0140-1-0I |
GUARDRAIL END TR 2A | EACH |
1.00 | 0005 | $400.000000 | $400.00 | ||||||
0325-1-0I |
GDRAIL GALV AW .109 | LF |
1,337.50 | 0005 | $12.250000 | $16,384.38 | ||||||
| SUBTOT | $18,505.38 |
|||||||||||