|
Report_Id: 151262 Est NO 0035 |
Date:02/07/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 151262 | Estimate Number | 0035 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02360) West, Matthew B. | ||||||
| Contractor | PHILLIPS BROTHERS CONSTRUCTION LLC | ADDR SN 1 VC Code VC0000166694 | |||||
| 120 INSANITY LANE | |||||||
| VINE GROVE , KY , 40175 | |||||||
| Pay Period | 08/25/2017 TO 12/31/2017 | ||||||
| Date Approved | 01/10/2018 | ||||||
| Primary Proj Number | DE03001441562 | ||||||
| Project No. | FD04 SPP 030 0144 006-008 | ||||||
| Primary County | DAVIESS | ||||||
| Name of Road | KY 144 | ||||||
| Description | KY 144 | ||||||
| Date Let | 11/20/2015 | Formal Acceptance | |||||
| Date Awarded | 02/18/2016 | Date Work Began | 03/22/2016 | ||||
| Date Contract Executed | 02/19/2016 | Open To Traffic | |||||
| Date NTP Issued | 02/19/2016 | Actual Completion Date | 08/11/2017 | ||||
| Current Contract Amount | $1,842,605.30 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,834,807.59 |
Total Earnings | $1,718,711.95 |
$1,700,139.90 |
$18,572.05 |
|
| Percent Complete | 93.28 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $123,893.35 |
Gross Earnings | $1,718,711.95 |
$1,700,139.90 |
$18,572.05 |
|
| Total Change Orders | $7,797.71 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,718,711.95 |
$1,700,139.90 |
$18,572.05 |
|||
| Contract Id | 151262 | Change Order Summary |
County | DAVIESS | ||||||
| Estimate Nbr | 0035 | Project Number | FD04 SPP 030 0144 006-008 | |||||||
| Contractor | PHILLIPS BROTHERS CONSTRUCTION LLC | Period | 08/25/2017 TO 12/31/2017 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | 151262 Change Order 001 | Approved | 10/11/2017 | $7,797.71 | 6.0 | |||||
| 002 | 151262 Change Order 002 | Approved | 10/06/2017 | $0.00 | 41.0 | |||||
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 | 151262 | COMMONWEALTH OF KENTUCKY |
County | DAVIESS | ||||||
| Contract Type | GRIS GRADE & DRAIN WITH INCIDENTAL SURF | TRANSPORTATION CABINET |
Primary Project Number | DE03001441562 | ||||||
| Estimate Nbr | 0035 | Period | 08/25/2017 TO 12/31/2017 | |||||||
| Contractor | PHILLIPS BROTHERS CONSTRUCTION LLC | |||||||||
| Project | DE03001441562 | Fed/State Project Number | FD04 SPP 030 0144 006-008 | 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 | DE03001441562 | Fed/State Project Number | FD04 SPP 030 0144 006-008 | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 7,427.00 | 7,427.000 | 6,806.180 | 6,806.180 | 23.39 | 159,196.55 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 113.00 | 113.000 | 113.670 | 113.670 | 80.25 | 9,122.01 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 14.00 | 14.000 | 13.830 | 13.830 | 845.00 | 11,686.35 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,993.00 | 1,993.000 | 2,989.530 | 2,989.530 | 74.45 | 222,570.50 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 4,963.00 | 4,963.000 | 5,295.050 | 5,295.050 | 68.50 | 362,710.92 | |||
| 0030 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 1,704.00 | 1,704.000 | 1,732.610 | 1,732.610 | 70.00 | 121,282.70 | |||
| 0035 | CEM CONC ENT PAVEMENT-4 IN | 02098 | SQYD | 77.00 | 77.000 | 141.150 | 141.150 | 52.00 | 7,339.80 | |||
| 0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 137.00 | 137.000 | 109.320 | 109.320 | 50.00 | 5,466.00 | |||
| Project | DE03001441562 | Fed/State Project Number | FD04 SPP 030 0144 006-008 | Category | 0002 ROADWAY | |||||||
| 0045 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 3,305.00 | 2,132.139 | 1,499.310 | 1,499.310 | 23.30 | 34,933.92 | |||
| 0050 | PERFORATED PIPE-4 IN | 01000 | LF | 88.00 | 88.000 | 83.000 | 83.000 | 14.90 | 1,236.70 | |||
| 0055 | PERFORATED PIPE-6 IN | 01001 | LF | 350.00 | 350.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0060 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 35.00 | 35.000 | 43.000 | 43.000 | 11.20 | 481.60 | |||
| 0065 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 12.90 | 0.00 | |||
| 0070 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 613.00 | 613.00 | |||
| 0075 | PERF PIPE HEADWALL TY 2-6 IN | 01025 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 613.00 | 0.00 | |||
| 0080 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 713.00 | 2,139.00 | |||
| 0085 | REMOVE PIPE | 01310 | LF | 263.00 | 263.000 | 374.000 | 374.000 | 27.40 | 10,247.60 | |||
| 0090 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 12.000 | 12.000 | 138.00 | 1,656.00 | |||
| 0095 | REMOVE PAVEMENT | 02091 | SQYD | 2,938.00 | 2,938.000 | 2,940.000 | 2,940.000 | 4.50 | 13,230.00 | |||
| 0100 | TEMP DITCH | 02159 | LF | 6,079.00 | 6,079.000 | 1,814.000 | 1,814.000 | 0.85 | 1,541.90 | |||
| 0105 | EMBANKMENT IN PLACE | 02230 | CUYD | 33,089.00 | 34,509.110 | 1,420.110 | 33,089.000 | 34,509.110 | 7.19 | 10,210.59 | 248,120.50 | |
| 0110 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 2.40 | 2.400 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0115 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 153.00 | 4,284.00 | |||
| 0120 | WITNESS POST | 02432 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 165.35 | 1,157.45 | |||
| 0125 | CHANNEL LINING CLASS II | 02483 | TON | 77.00 | 264.420 | 254.940 | 254.940 | 36.50 | 9,305.31 | |||
| 0130 | CHANNEL LINING CLASS III | 02484 | TON | 280.00 | 280.000 | 168.440 | 168.440 | 36.50 | 6,148.06 | |||
| 0135 | CLEARING AND GRUBBING (APPROXIMATELY 11.66 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 78,500.00 | 78,500.00 | |||
| 0140 | TEMPORARY SIGNS | 02562 | SQFT | 141.00 | 141.000 | 263.000 | 263.000 | 10.50 | 2,761.50 | |||
| 0145 | EDGE KEY | 02585 | LF | 84.00 | 84.000 | 88.500 | 88.500 | 51.00 | 4,513.50 | |||
| 0150 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 334.00 | 334.000 | 501.660 | 501.660 | 1.68 | 842.78 | |||
| 0155 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 8,300.00 | 10,302.340 | 6,683.780 | 6,683.780 | 1.60 | 10,694.04 | |||
| 0160 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 97,584.00 | 97,584.00 | |||
| 0165 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 6,615.00 | 19,845.00 | |||
| 0170 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,040.00 | 2,040.00 | |||
| 0175 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 11,910.00 | 11,910.000 | 12,011.000 | 12,011.000 | 0.77 | 9,248.47 | |||
| 0180 | TEMP SILT FENCE | 02701 | LF | 6,079.00 | 6,079.000 | 4,305.000 | 4,305.000 | 1.84 | 7,921.20 | |||
| 0185 | SILT TRAP TYPE A | 02703 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0190 | SILT TRAP TYPE B | 02704 | EACH | 12.00 | 12.000 | 32.000 | 32.000 | 180.00 | 5,760.00 | |||
| 0195 | SILT TRAP TYPE C | 02705 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0200 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0205 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 36.00 | 36.000 | 62.000 | 62.000 | 5.00 | 310.00 | |||
| 0210 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0215 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0220 | EROSION CONTROL BLANKET | 05950 | SQYD | 4,494.00 | 4,494.000 | 6,081.350 | 6,081.350 | 1.28 | 7,784.12 | |||
| 0225 | TEMP MULCH | 05952 | SQYD | 56,435.00 | 56,435.000 | 692.890 | 692.890 | 0.13 | 90.07 | |||
| 0230 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 56,435.00 | 56,435.000 | 17,427.950 | 17,427.950 | 0.13 | 2,265.63 | |||
| 0235 | INITIAL FERTILIZER | 05963 | TON | 2.00 | 2.000 | 1.000 | 1.000 | 1,275.00 | 1,275.00 | |||
| 0240 | 20-10-10 FERTILIZER | 05964 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 1,275.00 | 0.00 | |||
| 0245 | SEEDING AND PROTECTION | 05985 | SQYD | 56,435.00 | 56,435.000 | 43,949.440 | 43,949.440 | 0.36 | 15,821.79 | |||
| 0250 | AGRICULTURAL LIMESTONE | 05992 | TON | 35.00 | 35.000 | 0.000 | 0.000 | 255.00 | 0.00 | |||
| 0255 | FLEXIBLE DELINEATOR POST-B/W | 06403 | EACH | 58.00 | 58.000 | 0.000 | 0.000 | 40.80 | 0.00 | |||
| 0260 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 46,841.00 | 46,841.000 | 75,903.890 | 75,903.890 | 0.20 | 15,180.77 | |||
| 0265 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 25,037.00 | 25,037.000 | 38,997.000 | 38,997.000 | 0.22 | 8,579.34 | |||
| 0270 | FUEL ADJUSTMENT | 10020NS | DOLL | 25,124.00 | 25,124.000 | -476.790 | -476.790 | 1.00 | -476.79 | |||
| 0275 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 34,354.00 | 34,354.000 | -29,167.880 | -29,167.880 | 1.00 | -29,167.88 | |||
| 0280 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 6,079.00 | 6,079.000 | 6,079.000 | 6,079.000 | 0.66 | 4,012.14 | |||
| 0285 | SAWCUT PAVEMENT | 20550ND | LF | 4,938.00 | 4,938.000 | 7,893.000 | 7,893.000 | 1.50 | 11,839.50 | |||
| 0290 | CLEANOUT | 20985ND | EACH | 11.00 | 11.000 | 1.000 | 1.000 | 430.00 | 430.00 | |||
| 0295 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 2,328.00 | 2,328.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0300 | PIPELINE INSPECTION | 24814EC | LF | 628.00 | 628.000 | 252.100 | 252.100 | 3.05 | 768.90 | |||
| 8001 | CAP AND ABANDON CAP AND ABANDON WELL | 24518EC | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 7,072.50 | 7,072.50 | 7,072.50 | |
| Project | DE03001441562 | Fed/State Project Number | FD04 SPP 030 0144 006-008 | Category | 0003 DRAINAGE | |||||||
| 0305 | ENTRANCE PIPE-15 IN | 00440 | LF | 489.00 | 504.000 | 469.000 | 469.000 | 51.75 | 24,270.75 | |||
| 0310 | ENTRANCE PIPE-18 IN | 00441 | LF | 38.00 | 58.000 | 114.000 | 114.000 | 56.70 | 6,463.80 | |||
| 0315 | CULVERT PIPE-18 IN | 00462 | LF | 21.00 | 21.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0320 | STORM SEWER PIPE-15 IN | 00521 | LF | 172.00 | 172.000 | 100.000 | 100.000 | 50.80 | 5,080.00 | |||
| 0325 | STORM SEWER PIPE-18 IN | 00522 | LF | 200.00 | 200.000 | 197.760 | 197.760 | 58.70 | 11,608.51 | |||
| 0330 | REMOVE PIPE | 01310 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0335 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 3.00 | 1.000 | 1.000 | 1.000 | 1,237.00 | 1,237.00 | |||
| 0340 | DROP BOX INLET TYPE 5D | 01511 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,537.00 | 10,611.00 | |||
| 0345 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,264.00 | 1,264.000 | 425.880 | 425.880 | 2.00 | 851.76 | |||
| 8000 | SLOPED BOX OUTLET TYPE 1-18 IN INVOICE COST | 01433 | EACH | 0.00 | 2.000 | 2.000 | 0.000 | 2.000 | 644.48 | 1,288.96 | 1,288.96 | |
| 8002 | CAP AND ABANDON WELL AT STA 350+00 | 24518EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 7,072.50 | 0.00 | |||
| Project | DE03001441562 | Fed/State Project Number | FD04 SPP 030 0144 006-008 | Category | 0004 WATERLINE - RELOCATION | |||||||
| 0350 | STEEL ENCASEMENT PIPE-12 IN (BORING & JACKING) | 01069 | LF | 110.00 | 110.000 | 110.000 | 110.000 | 256.00 | 28,160.00 | |||
| 0355 | PVC PIPE-2 IN (CLASS 200 SDR-21 WATER MAIN) | 03381 | LF | 680.00 | 680.000 | 686.000 | 686.000 | 7.87 | 5,398.82 | |||
| 0360 | PVC PIPE-3 IN (CLASS 200 SDR-21 WATER MAIN) | 03382 | LF | 746.00 | 746.000 | 748.000 | 748.000 | 6.37 | 4,764.76 | |||
| 0365 | PVC PIPE-6 IN (CLASS 200 SDR-21, WATER MAIN) | 03385 | LF | 696.00 | 696.000 | 602.500 | 602.500 | 19.50 | 11,748.75 | |||
| 0370 | REMOVE METER (EXISTING) | 03423 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 200.00 | 1,600.00 | |||
| 0375 | INSTALL WATER METER (& PIT) | 03430 | EACH | 8.00 | 8.000 | 11.000 | 11.000 | 2,009.00 | 22,099.00 | |||
| 0380 | RECONNECT SERVICE (WATER METER CONNECTIONS) | 03437 | EACH | 16.00 | 16.000 | 7.000 | 7.000 | 344.00 | 2,408.00 | |||
| 0385 | TAPPING SLEEVE & VALVE (3-IN X 3-IN HOT TAP) | 03551 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,152.00 | 4,304.00 | |||
| 0390 | SEEDING AND PROTECTION (SURFACE RESTORATION) | 05985 | SQYD | 2,330.00 | 2,330.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0395 | SERVICE LINE (3/4-IN CTS TUBING | 20333EN | LF | 858.00 | 858.000 | 1,223.000 | 1,223.000 | 16.00 | 19,568.00 | |||
| 0400 | CUT AND PLUG 6 IN | 21114ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 515.00 | 1,030.00 | |||
| 0405 | LINE STOPPER-6 IN | 22610NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,583.00 | 7,166.00 | |||
| 0410 | HOT TAP-6 X 6 IN | 23501EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,280.00 | 4,560.00 | |||
| 0415 | SAFELOAD AND ABANDON A.C. WM-6 IN | 24000EC | LF | 548.00 | 548.000 | 265.000 | 265.000 | 7.65 | 2,027.25 | |||
| 0420 | LINE STOP-3 IN | 24233EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,307.00 | 6,614.00 | |||
| 0425 | CUT AND PLUG 3 IN | 24237ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 443.00 | 886.00 | |||
| Project | DE03001441562 | Fed/State Project Number | FD04 SPP 030 0144 006-008 | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0430 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 43,800.00 | 0.00 | |||
| SUBTOT | $18,572.05 |
$1,718,711.89 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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