|
Report_Id: 171258 Est NO 0071 |
Date:02/05/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 171258 | Estimate Number | 0071 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Hayes, Vincent | ||||||
| Contractor | PHILMOR CONTRACTING INC | ADDR SN 0 VC Code KY0018546 | |||||
| 8363 VETERANS MEMORIAL HWY | |||||||
| SHARPSBURG , KY , 40374-8115 | |||||||
| Pay Period | 12/12/2020 TO 12/31/2020 | ||||||
| Date Approved | 01/11/2021 | ||||||
| Primary Proj Number | DE09804601758 | ||||||
| Project No. | NHPP 0806 (48) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | US 460 | ||||||
| Description | PIKEVILLE TO VA STATE LINE; US 460 / KY 80 AT BEAVER CREEK N EAR BEAVER BOTTOM (SECTION 7A-2) RAMP 2 | ||||||
| Date Let | 12/08/2017 | Formal Acceptance | |||||
| Date Awarded | 12/15/2017 | Date Work Began | 02/06/2018 | ||||
| Date Contract Executed | 01/10/2018 | Open To Traffic | |||||
| Date NTP Issued | 01/10/2018 | Actual Completion Date | |||||
| Current Contract Amount | $15,064,592.79 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $13,163,879.68 |
Total Earnings | $13,994,178.89 |
$13,991,653.89 |
$2,525.00 |
|
| Percent Complete | 92.89 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,070,413.90 |
Gross Earnings | $13,994,178.89 |
$13,991,653.89 |
$2,525.00 |
|
| Total Change Orders | $1,900,713.11 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $13,994,178.89 |
$13,991,653.89 |
$2,525.00 |
|||
| Contract Id | 171258 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0071 | Project Number | NHPP 0806 (48) | |||||||
| Contractor | PHILMOR CONTRACTING INC | Period | 12/12/2020 TO 12/31/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Extra Yardage, Drainage/Pavement, and Drilled Shafts | Approved | 02/06/2020 | $1,900,713.11 | 84.0 | |||||
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 | 171258 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE09804601758 | ||||||
| Estimate Nbr | 0071 | Period | 12/12/2020 TO 12/31/2020 | |||||||
| Contractor | PHILMOR CONTRACTING INC | |||||||||
| Project | DE09804601758 | Fed/State Project Number | NHPP 0806 (48) | 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 | DE09804601758 | Fed/State Project Number | NHPP 0806 (48) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 19,777.00 | 23,948.000 | 21,030.090 | 21,030.090 | 29.83 | 627,327.58 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 179.90 | 187.900 | 45.690 | 45.690 | 183.36 | 8,377.71 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 21.58 | 22.510 | 4.780 | 4.780 | 914.25 | 4,370.11 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,949.00 | 5,006.000 | 7,049.370 | 7,049.370 | 98.45 | 694,010.47 | |||
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 12,370.00 | 17,031.000 | 15,708.870 | 15,708.870 | 98.45 | 1,546,538.25 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 938.00 | 1,174.000 | 2,889.860 | 2,889.860 | 115.92 | 334,992.57 | |||
| 0035 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 2,334.00 | 3,432.000 | 1,211.950 | 1,211.950 | 126.20 | 152,948.09 | |||
| Project | DE09804601758 | Fed/State Project Number | NHPP 0806 (48) | Category | 0002 ROADWAY | |||||||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0045 | PERFORATED PIPE-4 IN | 01000 | LF | 445.00 | 445.000 | 424.000 | 424.000 | 17.50 | 7,420.00 | |||
| 0050 | PERFORATED PIPE-6 IN | 01001 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0055 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 294.00 | 294.000 | 250.000 | 250.000 | 11.00 | 2,750.00 | |||
| 0060 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 20.00 | 20.000 | 60.000 | 60.000 | 12.00 | 720.00 | |||
| 0065 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0070 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 505.00 | 505.00 | |||
| 0075 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 530.00 | 0.00 | |||
| 0080 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 530.00 | 2,120.00 | |||
| 0085 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 545.00 | 0.00 | |||
| 0090 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 575.00 | 575.00 | |||
| 0095 | FLUME INLET TYPE 2 | 01691 | EACH | 3.00 | 4.000 | 5.000 | 5.000 | 5,000.00 | 25,000.00 | |||
| 0100 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 116.00 | 116.000 | 171.000 | 171.000 | 50.00 | 8,550.00 | |||
| 0105 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 30.00 | 30.000 | 50.000 | 50.000 | 6.00 | 300.00 | |||
| 0110 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 40.00 | 40.000 | 29.000 | 29.000 | 8.00 | 232.00 | |||
| 0115 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 2,000.00 | 2,000.000 | 440.000 | 440.000 | 2.10 | 924.00 | |||
| 0120 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0125 | TEMP DITCH | 02159 | LF | 5,245.00 | 5,245.000 | 1,757.000 | 1,757.000 | 0.01 | 17.57 | |||
| 0130 | CLEAN TEMP DITCH | 02160 | LF | 2,623.00 | 2,623.000 | 120.000 | 120.000 | 0.01 | 1.20 | |||
| 0135 | ROADWAY EXCAVATION | 02200 | CUYD | 1,129,131.00 | 1,237,081.000 | 500.000 | 1,233,500.000 | 1,234,000.000 | 5.05 | 2,525.00 | 6,231,700.00 | |
| 0140 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 25.00 | 25.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0145 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,550.00 | 3,200.000 | 2,570.000 | 2,570.000 | 14.60 | 37,522.00 | |||
| 0150 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 12.000 | 12.000 | 12.000 | 2,400.00 | 28,800.00 | |||
| 0155 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 10.000 | 8.000 | 8.000 | 2,100.00 | 16,800.00 | |||
| 0160 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 0165 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0170 | REMOVE GUARDRAIL | 02381 | LF | 367.00 | 367.000 | 175.000 | 175.000 | 2.00 | 350.00 | |||
| 0175 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0180 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0185 | WITNESS POST | 02432 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0190 | CHANNEL LINING CLASS IV | 02488 | CUYD | 21,799.00 | 21,799.000 | 16,879.670 | 16,879.670 | 6.00 | 101,278.02 | |||
| 0195 | CLEARING AND GRUBBING (APPROXIMATELY 26.5 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 95,000.00 | 95,000.00 | |||
| 0200 | TEMPORARY SIGNS | 02562 | SQFT | 293.00 | 293.000 | 261.750 | 261.750 | 8.00 | 2,094.00 | |||
| 0205 | EDGE KEY | 02585 | LF | 93.00 | 93.000 | 275.000 | 275.000 | 77.30 | 21,257.50 | |||
| 0210 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 902.00 | 902.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0215 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.920 | 0.920 | 90,000.00 | 82,800.00 | |||
| 0220 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,000.00 | 16,000.00 | |||
| 0225 | SHOULDER RUMBLE STRIPS | 02696 | LF | 2,980.00 | 6,866.000 | 6,881.000 | 6,881.000 | 2.15 | 14,794.15 | |||
| 0230 | TEMP SILT FENCE | 02701 | LF | 5,245.00 | 5,245.000 | 2,943.000 | 2,943.000 | 2.00 | 5,886.00 | |||
| 0235 | SILT TRAP TYPE A | 02703 | EACH | 84.00 | 84.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 0240 | SILT TRAP TYPE B | 02704 | EACH | 84.00 | 84.000 | 15.000 | 15.000 | 25.00 | 375.00 | |||
| 0245 | SILT TRAP TYPE C | 02705 | EACH | 84.00 | 84.000 | 3.000 | 3.000 | 25.00 | 75.00 | |||
| 0250 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 84.00 | 84.000 | 5.000 | 5.000 | 10.00 | 50.00 | |||
| 0255 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 84.00 | 84.000 | 19.000 | 19.000 | 10.00 | 190.00 | |||
| 0260 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 84.00 | 84.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0265 | SEDIMENTATION BASIN | 02711 | CUYD | 3,000.00 | 3,000.000 | 2,991.660 | 2,991.660 | 6.00 | 17,949.96 | |||
| 0270 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 3,000.00 | 3,000.000 | 40.000 | 40.000 | 3.50 | 140.00 | |||
| 0275 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 23.00 | 23.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0280 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.920 | 0.920 | 89,000.00 | 81,880.00 | |||
| 0285 | REMOVE STRUCTURE (KY 80 TRIPLE 10' X 8' RCBC) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0290 | RELOCATE CRASH CUSHION | 02898 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0295 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 2,000.00 | 2,000.000 | 600.000 | 600.000 | 20.00 | 12,000.00 | |||
| 0300 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0305 | TEMP MULCH | 05952 | SQYD | 270,570.00 | 270,570.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 0310 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 202,928.00 | 202,928.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 0315 | INITIAL FERTILIZER | 05963 | TON | 10.31 | 10.310 | 13.875 | 13.875 | 650.00 | 9,018.75 | |||
| 0320 | 20-10-10 FERTILIZER | 05964 | TON | 17.20 | 17.200 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0325 | SEEDING AND PROTECTION | 05985 | SQYD | 327,445.00 | 327,445.000 | 314,371.914 | 314,371.914 | 0.31 | 97,455.29 | |||
| 0330 | AGRICULTURAL LIMESTONE | 05992 | TON | 206.12 | 206.120 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0335 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 3,450.00 | 3,450.000 | 14,218.000 | 14,218.000 | 0.72 | 10,236.96 | |||
| 0340 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 11,170.00 | 19,470.000 | 18,074.000 | 18,074.000 | 0.35 | 6,325.90 | |||
| 0345 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 93.00 | 93.000 | 93.000 | 93.000 | 12.00 | 1,116.00 | |||
| 0350 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 115.00 | 1,955.00 | |||
| 0355 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| 0360 | FUEL ADJUSTMENT | 10020NS | DOLL | 231,369.00 | 231,369.000 | -7,706.190 | -7,706.190 | 1.00 | -7,706.19 | |||
| 0365 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 72,769.00 | 72,769.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0370 | JOINT ADHESIVE | 20071EC | LF | 25,640.00 | 33,412.000 | 0.000 | 0.000 | 0.57 | 0.00 | |||
| 0375 | OBJECT MARKER TY 3 | 20191ED | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0380 | HIGH SLUMP 3000 PSI GROUT | 20911ED | CUYD | 779.00 | 779.000 | 238.000 | 238.000 | 193.00 | 45,934.00 | |||
| 0385 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0390 | PIPELINE INSPECTION | 24814EC | LF | 470.00 | 470.000 | 357.000 | 357.000 | 4.40 | 1,570.80 | |||
| 8000 | INLAID PAVEMENT MARKER | 24489EC | EACH | 0.00 | 225.000 | 191.000 | 191.000 | 37.68 | 7,196.88 | |||
| 8001 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 0.00 | 800.000 | 480.000 | 480.000 | 3.75 | 1,800.00 | |||
| 8004 | CLEARING AND GRUBBING Additional | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 41,943.33 | 41,943.33 | |||
| 8005 | COST PLUS WORK Drainage Modifications | 10080NSD | DOLL | 0.00 | 96,946.520 | 96,946.520 | 96,946.520 | 1.00 | 96,946.52 | |||
| 8010 | CHANNEL LINING CLASS II | 02483 | TON | 0.00 | 300.000 | 717.630 | 717.630 | 33.60 | 24,112.36 | |||
| 8011 | MAINTAIN & CONTROL TRAFFIC Additional | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,604.40 | 8,604.40 | |||
| Project | DE09804601758 | Fed/State Project Number | NHPP 0806 (48) | Category | 0003 DRAINAGE | |||||||
| 0395 | ENTRANCE PIPE-15 IN | 00440 | LF | 100.00 | 100.000 | 120.000 | 120.000 | 40.00 | 4,800.00 | |||
| 0400 | CULVERT PIPE-12 IN | 00460 | LF | 21.00 | 21.000 | 40.000 | 40.000 | 46.00 | 1,840.00 | |||
| 0405 | CULVERT PIPE-18 IN | 00462 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0410 | STORM SEWER PIPE-18 IN | 00522 | LF | 65.00 | 65.000 | 80.000 | 80.000 | 51.00 | 4,080.00 | |||
| 0415 | STORM SEWER PIPE-24 IN | 00524 | LF | 3.00 | 3.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0420 | STORM SEWER PIPE-30 IN | 00526 | LF | 196.00 | 276.000 | 275.000 | 275.000 | 65.00 | 17,875.00 | |||
| 0425 | STORM SEWER PIPE-36 IN | 00528 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 80.00 | 6,080.00 | |||
| 0430 | PIPE CULVERT HEADWALL-12 IN | 01200 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,150.00 | 2,300.00 | |||
| 0435 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 0440 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 1.00 | 5.000 | 5.000 | 5.000 | 1,940.00 | 9,700.00 | |||
| 0445 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,975.00 | 1,975.00 | |||
| 0450 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,009.00 | 2,009.00 | |||
| 0455 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,900.00 | 5,800.00 | |||
| 0460 | DROP BOX INLET TYPE 2 | 01493 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,000.00 | 9,000.00 | |||
| 0465 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,060.00 | 0.00 | |||
| 0470 | DROP BOX INLET TYPE 14 | 01577 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,300.00 | 3,300.00 | |||
| 0475 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 717.00 | 717.000 | 842.550 | 842.550 | 2.00 | 1,685.10 | |||
| 8002 | CULVERT PIPE-48 IN | 00470 | LF | 0.00 | 60.000 | 140.000 | 140.000 | 168.00 | 23,520.00 | |||
| 8003 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 0.00 | 2.000 | 6.000 | 6.000 | 2,900.00 | 17,400.00 | |||
| 8008 | CULVERT PIPE-60 IN | 00472 | LF | 0.00 | 100.000 | 100.000 | 100.000 | 285.00 | 28,500.00 | |||
| 8009 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 6,250.00 | 25,000.00 | |||
| 8012 | DITCHING-SPECIAL | 23066EN | LF | 0.00 | 4,000.000 | 4,085.000 | 4,085.000 | 3.45 | 14,093.25 | |||
| Project | DE09804601758 | Fed/State Project Number | NHPP 0806 (48) | Category | 0004 BRIDGE - KY 80 OVER BEAVER CREEK - DWG. 25226 | |||||||
| 0480 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 270.00 | 270.000 | 270.000 | 270.000 | 50.00 | 13,500.00 | |||
| 0485 | HANDRAIL-TYPE A-1 | 02611 | LF | 85.10 | 85.100 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0490 | MASONRY COATING | 02998 | SQYD | 376.40 | 376.400 | 376.400 | 376.400 | 1.00 | 376.40 | |||
| 0495 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 107.70 | 107.700 | 117.700 | 117.700 | 80.00 | 9,416.00 | |||
| 0500 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 388.00 | 388.000 | 540.230 | 540.230 | 34.00 | 18,367.82 | |||
| 0505 | TEST PILES | 08033 | LF | 41.00 | 41.000 | 45.800 | 45.800 | 200.00 | 9,160.00 | |||
| 0510 | PILES-STEEL HP12X53 | 08046 | LF | 217.00 | 217.000 | 275.080 | 275.080 | 84.00 | 23,106.72 | |||
| 0515 | PILE POINTS-12 IN | 08094 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 100.00 | 1,600.00 | |||
| 0520 | CONCRETE-CLASS A | 08100 | CUYD | 56.40 | 56.400 | 56.400 | 56.400 | 800.00 | 45,120.00 | |||
| 0525 | CONCRETE-CLASS AA | 08104 | CUYD | 239.10 | 239.100 | 181.740 | 181.740 | 800.00 | 145,392.00 | |||
| 0530 | STEEL REINFORCEMENT | 08150 | LB | 6,432.00 | 6,432.000 | 6,432.000 | 6,432.000 | 1.25 | 8,040.00 | |||
| 0535 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 42,115.00 | 42,115.000 | 39,091.000 | 39,091.000 | 1.10 | 43,000.10 | |||
| 0540 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 668.00 | 668.000 | 668.000 | 668.000 | 277.00 | 185,036.00 | |||
| 0545 | RAIL SYSTEM TYPE III | 21532ED | LF | 85.10 | 85.100 | 170.200 | 170.200 | 100.00 | 17,020.00 | |||
| Project | DE09804601758 | Fed/State Project Number | NHPP 0806 (48) | Category | 0005 BRIDGE - RAMP 2 OVER KY 1373 & BEAVER CREEK - DWG. 27671 | |||||||
| 0550 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,107.00 | 1,107.000 | 1,107.000 | 1,107.000 | 50.00 | 55,350.00 | |||
| 0555 | MASONRY COATING | 02998 | SQYD | 2,101.00 | 2,101.000 | 2,101.000 | 2,101.000 | 10.00 | 21,010.00 | |||
| 0560 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 80.00 | 9,600.00 | |||
| 0565 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 137.00 | 137.000 | 375.400 | 375.400 | 15.00 | 5,631.00 | |||
| 0570 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 980.00 | 980.000 | 1,287.600 | 1,287.600 | 25.00 | 32,190.00 | |||
| 0575 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 708.00 | 395.000 | 26.760 | 26.760 | 34.00 | 909.84 | |||
| 0580 | TEST PILES | 08033 | LF | 63.00 | 63.000 | 63.000 | 63.000 | 100.00 | 6,300.00 | |||
| 0585 | PILES-STEEL HP12X53 | 08046 | LF | 584.00 | 584.000 | 552.150 | 552.150 | 50.00 | 27,607.50 | |||
| 0590 | PILE POINTS-12 IN | 08094 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 100.00 | 1,100.00 | |||
| 0595 | CONCRETE-CLASS A | 08100 | CUYD | 496.00 | 479.000 | 479.000 | 479.000 | 575.00 | 275,425.00 | |||
| 0600 | CONCRETE-CLASS AA | 08104 | CUYD | 782.00 | 782.000 | 760.000 | 760.000 | 575.00 | 437,000.00 | |||
| 0605 | STEEL REINFORCEMENT | 08150 | LB | 72,948.00 | 68,546.000 | 68,546.000 | 68,546.000 | 1.00 | 68,546.00 | |||
| 0610 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 187,293.00 | 187,293.000 | 187,293.000 | 187,293.000 | 1.00 | 187,293.00 | |||
| 0615 | STRUCTURAL STEEL (APPROXIMATLEY 1,220 LBS) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0620 | APPROACH SLAB | 08500 | SQYD | 167.00 | 167.000 | 167.000 | 167.000 | 200.00 | 33,400.00 | |||
| 0625 | PRECAST PC I BEAM TYPE 7 | 08637 | LF | 616.00 | 616.000 | 616.000 | 616.000 | 360.00 | 221,760.00 | |||
| 0630 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 33.00 | 66.000 | 68.170 | 68.170 | 780.00 | 53,172.60 | |||
| 0635 | DRILLED SHAFT 60 IN-COMMON | 20744ED | LF | 51.00 | 88.500 | 87.160 | 87.160 | 1,145.00 | 99,798.20 | |||
| 0640 | RAIL SYSTEM TYPE III | 21532ED | LF | 621.00 | 621.000 | 621.000 | 621.000 | 80.00 | 49,680.00 | |||
| 0645 | BEAM ERECTION | 23953EC | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 17,000.00 | 238,000.00 | |||
| 8006 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 0.00 | 313.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 8007 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 74.000 | 74.000 | 74.000 | 228.96 | 16,943.04 | |||
| Project | DE09804601758 | Fed/State Project Number | NHPP 0806 (48) | Category | 0006 SIGNING | |||||||
| 0650 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 201.00 | 201.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0655 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 35.00 | 35.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0660 | STEEL POST TYPE 1 | 06410 | LF | 578.00 | 578.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0665 | BARCODE SIGN INVENTORY | 24631EC | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| Project | DE09804601758 | Fed/State Project Number | NHPP 0806 (48) | Category | 0007 LIGHTING | |||||||
| 0670 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 44,300.00 | 177,200.00 | |||
| 0675 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,500.00 | 9,500.00 | |||
| 0680 | CONDUIT-3 IN | 04797 | LF | 300.00 | 300.000 | 365.000 | 365.000 | 10.50 | 3,832.50 | |||
| 0685 | MARKER | 04800 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 750.00 | 4,500.00 | |||
| 0690 | TRENCHING AND BACKFILLING | 04820 | LF | 2,235.00 | 2,235.000 | 2,195.000 | 2,195.000 | 5.00 | 10,975.00 | |||
| 0695 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 1,000.00 | 8,000.00 | |||
| 0700 | BORE AND JACK CONDUIT | 21543EN | LF | 200.00 | 200.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0705 | POLE BASE-HIGH MAST | 23161EN | CUYD | 38.00 | 38.000 | 35.000 | 35.000 | 150.00 | 5,250.00 | |||
| 0710 | HIGH MAST LED LUMINAIRE | 24749EC | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 2,500.00 | 60,000.00 | |||
| 0715 | CABLE-NO. 10/3C DUCTED | 24851EC | LF | 3,419.00 | 3,419.000 | 3,178.000 | 3,178.000 | 1.20 | 3,813.60 | |||
| Project | DE09804601758 | Fed/State Project Number | NHPP 0806 (48) | Category | 0008 WATERLINE | |||||||
| 0720 | W CAP EXISTING MAIN | 14003 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 0725 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 85.00 | 85.000 | 85.000 | 85.000 | 140.00 | 11,900.00 | |||
| 0730 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 35.00 | 35.000 | 35.000 | 35.000 | 100.00 | 3,500.00 | |||
| 0735 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,480.00 | 3,480.00 | |||
| 0740 | W PIPE DUCTILE IRON 08 INCH | 14037 | LF | 25.00 | 25.000 | 40.000 | 40.000 | 85.00 | 3,400.00 | |||
| 0745 | W PIPE PVC 08 INCH | 14060 | LF | 1,035.00 | 1,035.000 | 1,068.000 | 1,068.000 | 35.00 | 37,380.00 | |||
| 0750 | W TIE-IN 08 INCH | 14095 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0755 | W VALVE 08 INCH | 14106 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,500.00 | 6,000.00 | |||
| 0760 | W LINE MARKER | 14144 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 50.00 | 300.00 | |||
| 0765 | WATER MAIN CREEK CROSSING | 23667EC | LF | 25.00 | 25.000 | 25.000 | 25.000 | 140.00 | 3,500.00 | |||
| Project | DE09804601758 | Fed/State Project Number | NHPP 0806 (48) | Category | 0009 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0770 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 531,058.00 | 531,058.00 | |||
| 0775 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 194,541.00 | 0.00 | |||
| SUBTOT | $2,525.00 |
$13,994,178.88 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0540-1-0I |
I BEAM, TYPE 3 | LF |
668.00 | 0004 | $154.813000 | $98,244.32 | ||||||
0625-1-0I |
I BEAM, TYPE 7 | LF |
616.00 | 0017 | $257.368000 | $150,611.75 | ||||||
0670-2-0I |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0033 | $13636.462500 | $54,545.85 | ||||||
0670-1-0I |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0033 | $5781.330000 | $23,125.32 | ||||||
0710-1-0I |
TRAFFIC INCIDENTAL | EACH |
24.00 | 0033 | $1201.058750 | $28,825.41 | ||||||
0540-1-0A |
I BEAM, TYPE 3 | LF |
417.50 | 0010 | $154.813000 | $-61,402.70 | ||||||
0625-1-0A |
I BEAM, TYPE 7 | LF |
352.00 | 0048 | $257.368000 | $-86,063.86 | ||||||
0625-1-0A |
I BEAM, TYPE 7 | LF |
264.00 | 0049 | $257.368000 | $-64,547.89 | ||||||
0670-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0057 | $5781.330000 | $-23,125.32 | ||||||
0670-2-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0057 | $13636.462500 | $-54,545.85 | ||||||
0710-1-0A |
TRAFFIC INCIDENTAL | EACH |
24.00 | 0061 | $1201.058750 | $-28,825.41 | ||||||
0540-1-0A |
I BEAM, TYPE 3 | LF |
250.50 | 0062 | $154.813000 | $-36,841.62 | ||||||
| SUBTOT | $0.00 |
|||||||||||