Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:10/14/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 071218 | Estimate Number | 0064 | Estimate Type FINAL | |||
District Office | FLEMINGSBURG (09340) Gillum, Brian S. | ||||||
Contractor | THE WALKER COMPANY OF KENTUCKY INC | ADDR SN 4 VC Code VC0000088141 | |||||
PO BOX 308 | |||||||
MT STERLING , KY , 40353 | |||||||
Pay Period | 08/09/2011 TO 07/29/2014 | ||||||
Date Approved | 10/14/2014 | ||||||
Primary Proj Number | DE103051906W1 | ||||||
Project No. | FD04 103 0519 007-010 | ||||||
Primary County | ROWAN | ||||||
Name of Road | WEST LIBERTY-MOREHEAD ROAD (KY 519) | ||||||
Description | RECONSTRUCT FROM 0.5 MILES SOUTH OF WARREN BRANCH TO US 60 BYPASS | ||||||
Date Let | 04/20/2007 | Formal Acceptance | 08/04/2011 | ||||
Date Awarded | 04/30/2007 | Date Work Began | 07/25/2007 | ||||
Date Contract Executed | 05/09/2007 | Open To Traffic | 11/27/2009 | ||||
Date NTP Issued | 05/09/2007 | Actual Completion Date | 11/27/2009 | ||||
Current Contract Amount | $11,651,342.69 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $10,579,803.88 |
Total Earnings | $11,649,144.73 |
$11,606,125.31 |
$43,019.42 |
|
Percent Complete | 99.98 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $2,490.57 |
Gross Earnings | $11,649,144.73 |
$11,606,125.31 |
$43,019.42 |
|
Total Change Orders | $1,071,538.81 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $11,648,852.12 |
$11,605,832.70 |
$43,019.42 |
|||
Contract Id | 071218 | Change Order Summary |
County | ROWAN | ||||||
Estimate Nbr | 0064 | Project Number | FD04 103 0519 007-010 | |||||||
Contractor | THE WALKER COMPANY OF KENTUCKY INC | Period | 08/09/2011 TO 07/29/2014 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Variable Message Board | Approved | 01/28/2008 | $14,000.00 | 0.0 | |||||
002 | Temporary Barrier Wall | Approved | 03/04/2008 | $10,000.00 | 0.0 | |||||
003 | Liquidated Damages Overide | Approved | 03/13/2008 | $0.00 | 0.0 | |||||
004 | Cyclopean Stone | Approved | 05/21/2008 | $25,300.00 | 6.0 | |||||
005 | MOT change/ Diversion | Approved | 05/30/2008 | $29,065.00 | 0.0 | |||||
006 | Chimney Seals for Sanitary Sewer Manholes | Approved | 08/22/2008 | $17,135.00 | 0.0 | |||||
007 | JPC Pavement | Approved | 08/22/2008 | $84,600.00 | 0.0 | |||||
008 | Emergency Bridge Repair | Approved | 11/20/2008 | $1,735.00 | 0.0 | |||||
009 | Fuel and Asphalt Adjustment | Approved | 04/01/2009 | $201,699.89 | 0.0 | |||||
010 | 16 inch water valve, Hot tap, Encasement pipe | Approved | 03/20/2009 | $59,872.68 | 0.0 | |||||
011 | Cut Revision | Approved | 09/18/2009 | $245,950.80 | 22.0 | |||||
012 | Slide Repair | Approved | 10/16/2009 | $30,510.70 | 4.0 | |||||
014 | Fuel and Asphalt Adjustment | Approved | 03/03/2011 | $300,731.68 | 0.0 | |||||
015 | Topdressing | Approved | 03/04/2011 | $3,146.03 | 0.0 | |||||
016 | Channel Lining, Guardrail, Roadway Excavation | Approved | 05/31/2011 | $47,792.03 | 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 |
||
DE103051906W1 | 0010 | CRUSHED STONE BASE | NON-SPEC MATERIAL DEDUCTION | 0030 | 0.00 |
$0.00 |
$-292.61 |
Contract Id | 071218 | COMMONWEALTH OF KENTUCKY |
County | ROWAN | ||||||
Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE103051906W1 | |||||||
Estimate Nbr | 0064 | Period | 08/09/2011 TO 07/29/2014 | |||||||
Contractor | THE WALKER COMPANY OF KENTUCKY INC | |||||||||
Project | DE103051906W1 | Fed/State Project Number | FD04 103 0519 007-010 | 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 | CRUSHED STONE BASE | 00003M | MTON | 40,119.00 | 40,119.000 | 36,232.400 | 36,232.400 | 20.75 | 751,822.30 | |||
0020 | TRAFFIC BOUND BASE | 00020M | MTON | 557.00 | 557.000 | 5,365.030 | 5,365.030 | 22.00 | 118,030.66 | |||
0030 | ASPHALT SEAL AGGREGATE | 00100M | MTON | 236.00 | 236.000 | 236.000 | 236.000 | 79.50 | 18,762.00 | |||
0040 | LEVELING & WEDGING PG64-22 | 00190M | MTON | 1,634.00 | 1,720.000 | 682.180 | 682.180 | 67.75 | 46,217.69 | |||
0050 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | MTON | 31,217.00 | 31,217.000 | 38,742.380 | 38,742.380 | 62.95 | 2,438,832.82 | |||
0060 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | MTON | 6,750.00 | 7,084.000 | 4,093.250 | 4,093.250 | 67.75 | 277,317.68 | |||
0070 | EMULSIFIED ASPHALT RS-2 | 00291M | MTON | 29.00 | 29.000 | 29.000 | 29.000 | 550.00 | 15,950.00 | |||
0080 | CL2 ASPH SURF 9.50D PG64-22 | 00301M | MTON | 2,480.00 | 2,480.000 | 2,976.720 | 2,976.720 | 69.50 | 206,882.04 | |||
0090 | CL2 ASPH SURF 9.50B PG64-22 | 00307M | MTON | 2,715.00 | 2,715.000 | 2,808.870 | 2,808.870 | 72.50 | 203,643.07 | |||
0100 | ENTRANCE PIPE-375 MM | 00440M | M | 126.51 | 126.510 | 154.410 | 154.410 | 100.00 | 15,441.00 | |||
0110 | ENTRANCE PIPE-450 MM | 00441M | M | 160.47 | 160.470 | 174.770 | 174.770 | 135.00 | 23,593.95 | |||
0120 | ENTRANCE PIPE-525 MM | 00442M | M | 18.91 | 18.910 | 18.900 | 18.900 | 150.00 | 2,835.00 | |||
0130 | ENTRANCE PIPE-600 MM | 00443M | M | 46.32 | 46.320 | 46.350 | 46.350 | 160.00 | 7,416.00 | |||
0140 | ENTRANCE PIPE-750 MM | 00445M | M | 16.46 | 16.460 | 16.460 | 16.460 | 190.00 | 3,127.40 | |||
0150 | ENTRANCE PIPE-900 MM | 00447M | M | 9.14 | 9.140 | 9.140 | 9.140 | 300.00 | 2,742.00 | |||
0160 | ENTRANCE PIPE-375 MM EQUIV | 00450M | M | 51.74 | 51.740 | 8.500 | 8.500 | 125.00 | 1,062.50 | |||
0170 | CULVERT PIPE-375 MM | 00461M | M | 44.82 | 44.820 | 81.400 | 81.400 | 195.00 | 15,873.00 | |||
0180 | CULVERT PIPE-450 MM | 00462M | M | 81.81 | 81.810 | 75.920 | 75.920 | 215.00 | 16,322.80 | |||
0190 | CULVERT PIPE-600 MM | 00464M | M | 156.71 | 156.710 | 156.710 | 156.710 | 420.00 | 65,818.20 | |||
0200 | CULVERT PIPE-750 MM | 00466M | M | 46.02 | 46.020 | 46.200 | 46.200 | 430.00 | 19,866.00 | |||
0210 | CULVERT PIPE-900 MM | 00468M | M | 39.92 | 39.920 | 39.920 | 39.920 | 645.00 | 25,748.40 | |||
0220 | CULVERT PIPE-1050 MM | 00469M | M | 43.89 | 43.890 | 43.890 | 43.890 | 355.00 | 15,580.95 | |||
0230 | CULVERT PIPE-1200 MM | 00470M | M | 57.00 | 57.000 | 57.000 | 57.000 | 540.00 | 30,780.00 | |||
0240 | CULVERT PIPE-1350 MM | 00471M | M | 20.57 | 20.570 | 20.570 | 20.570 | 770.00 | 15,838.90 | |||
0250 | CULVERT PIPE-375 MM EQUIV | 00490M | M | 14.17 | 14.170 | 14.170 | 14.170 | 225.00 | 3,188.25 | |||
0260 | STORM SEWER PIPE-450 MM | 00522M | M | 58.40 | 58.400 | 58.400 | 58.400 | 160.00 | 9,344.00 | |||
0270 | STORM SEWER PIPE-600 MM | 00524M | M | 46.48 | 46.480 | 46.480 | 46.480 | 315.00 | 14,641.20 | |||
0280 | STORM SEWER PIPE-900 MM | 00528M | M | 177.50 | 177.500 | 177.500 | 177.500 | 325.00 | 57,687.50 | |||
0290 | SLOTTED DRAIN PIPE-375 MM | 00981M | M | 18.30 | 18.300 | 0.000 | 0.000 | 575.00 | 0.00 | |||
0300 | SLOTTED DRAIN PIPE-600 MM | 00984M | M | 18.29 | 18.290 | 18.290 | 18.290 | 675.00 | 12,345.75 | |||
0310 | SLOPED BOX OUTLET TY 1-375 MM | 01432M | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
0320 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
0330 | S & F BOX INLET-OUTLET-450 MM | 01450M | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 2,700.00 | 10,800.00 | |||
0340 | S & F BOX INLET-OUTLET-600 MM | 01451M | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 3,300.00 | 36,300.00 | |||
0350 | S & F BOX INLET-OUTLET-900 MM | 01453M | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 6,300.00 | 31,500.00 | |||
0360 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,400.00 | 7,200.00 | |||
0370 | DROP BOX INLET TYPE 5F | 01517 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,600.00 | 10,400.00 | |||
0380 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
0390 | DROP BOX INLET TYPE 14 | 01577 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
0400 | JUNCTION BOX-450 MM | 01642M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
0410 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,100.00 | 4,100.00 | |||
0420 | ISLAND CURB AND GUTTER | 01825M | M | 62.00 | 62.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
0430 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 11.000 | 11.000 | 375.00 | 4,125.00 | |||
0440 | JPC PAVEMENT-250 MM | 02069M | SQ M | 852.00 | 1,557.000 | 1,769.020 | 1,769.020 | 90.00 | 159,211.80 | |||
0450 | JPC PAVEMENT-250 MM SHLD | 02083M | SQ M | 218.00 | 453.000 | 428.680 | 428.680 | 90.00 | 38,581.20 | |||
0460 | REMOVE PAVEMENT | 02091M | SQ M | 1,132.00 | 1,132.000 | 1,132.000 | 1,132.000 | 4.00 | 4,528.00 | |||
0470 | REMOVE PAVEMENT | 02091M | SQ M | 1,071.00 | 1,071.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
0480 | TEMPORARY DITCH | 02159M | M | 4,120.00 | 4,120.000 | 71.000 | 71.000 | 4.50 | 319.50 | |||
0490 | ROADWAY EXCAVATION | 02200M | CU M | 87,269.00 | 107,595.480 | 107,595.480 | 107,595.480 | 12.30 | 1,323,424.40 | |||
0500 | GRANULAR EMBANKMENT | 02223M | CU M | 1,691.00 | 1,691.000 | 4,688.210 | 4,688.210 | 32.00 | 150,022.72 | |||
0510 | WATER | 02242M | CU M | 12,360.00 | 12,360.000 | 12,360.000 | 12,360.000 | 1.00 | 12,360.00 | |||
0520 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 1,294.00 | 1,444.250 | 1,444.250 | 1,444.250 | 55.00 | 79,433.75 | |||
0530 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 75.00 | 675.00 | |||
0540 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 2,400.00 | 28,800.00 | |||
0550 | REMOVE GUARDRAIL | 02381M | M | 442.50 | 442.500 | 472.500 | 472.500 | 6.00 | 2,835.00 | |||
0560 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 14.00 | 15.000 | 15.000 | 15.000 | 1,850.00 | 27,750.00 | |||
0570 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 143.00 | 143.000 | 131.000 | 131.000 | 80.00 | 10,480.00 | |||
0580 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 72.00 | 72.000 | 72.000 | 72.000 | 75.00 | 5,400.00 | |||
0590 | CHANNEL LINING CLASS II | 02483M | MTON | 1,647.00 | 3,301.210 | 3,301.210 | 3,301.210 | 24.00 | 79,229.04 | |||
0600 | CHANNEL LINING CLASS III | 02484M | MTON | 1,831.00 | 2,784.460 | 2,784.460 | 2,784.460 | 24.00 | 66,827.04 | |||
0610 | CLEARING AND GRUBBING 21.8 HECTARES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 110,000.00 | 110,000.00 | |||
0620 | SIGNS | 02562M | SQ M | 45.00 | 45.000 | 77.470 | 77.470 | 85.00 | 6,584.95 | |||
0630 | FABRIC-GEOTEXTILE TYPE I | 02596M | SQ M | 1,438.00 | 2,138.000 | 4,020.700 | 4,020.700 | 2.20 | 8,845.54 | |||
0640 | FABRIC-GEOTEXTILE TYPE III | 02598M | SQ M | 1,440.00 | 1,440.000 | 220.000 | 220.000 | 1.90 | 418.00 | |||
0650 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200,000.00 | 200,000.00 | |||
0660 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 14,000.00 | 28,000.00 | |||
0670 | SAFELOADING | 02690M | CU M | 6.70 | 6.700 | 1.530 | 1.530 | 325.00 | 497.25 | |||
0680 | TEMPORARY SILT FENCE | 02701M | M | 4,734.00 | 4,734.000 | 3,260.920 | 3,260.920 | 8.00 | 26,087.36 | |||
0690 | SILT TRAP TYPE A | 02703 | EACH | 20.00 | 20.000 | 16.000 | 16.000 | 285.00 | 4,560.00 | |||
0700 | SILT TRAP TYPE B | 02704 | EACH | 115.00 | 115.000 | 148.000 | 148.000 | 265.00 | 39,220.00 | |||
0710 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 40.00 | 40.000 | 4.000 | 4.000 | 70.00 | 280.00 | |||
0720 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 115.00 | 115.000 | 34.000 | 34.000 | 70.00 | 2,380.00 | |||
0730 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 9,468.00 | 9,468.000 | 152.500 | 152.500 | 3.00 | 457.50 | |||
0740 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 125,000.00 | 125,000.00 | |||
0750 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,400.00 | 3,400.00 | |||
0760 | REMOVE STRUCTURE STA. 103+700 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 24,200.00 | 24,200.00 | |||
0770 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
0780 | CONCRETE BARRIER WALL TYPE 230T | 03171M | M | 36.00 | 36.000 | 36.000 | 36.000 | 110.00 | 3,960.00 | |||
0790 | EROSION CONTROL BLANKET | 05950M | SQ M | 10,957.00 | 10,957.000 | 6,749.000 | 6,749.000 | 1.40 | 9,448.60 | |||
0800 | TEMPORARY MULCH | 05952M | SQ M | 134,144.00 | 134,144.000 | 44,655.000 | 44,655.000 | 0.13 | 5,805.15 | |||
0810 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 14,700.00 | 14,700.000 | 105,952.000 | 105,952.000 | 0.15 | 15,892.80 | |||
0820 | SEEDING AND PROTECTION | 05985M | SQ M | 134,144.00 | 134,144.000 | 69,484.500 | 69,484.500 | 0.39 | 27,098.95 | |||
0830 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 8,259.00 | 8,259.000 | 3,970.000 | 3,970.000 | 0.22 | 873.40 | |||
0840 | SODDING | 05990M | SQ M | 2,156.00 | 2,156.000 | 1,026.000 | 1,026.000 | 4.80 | 4,924.80 | |||
0850 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 8,242.00 | 9,242.000 | 51,067.853 | 51,067.853 | 0.61 | 31,151.39 | |||
0860 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 16,484.00 | 16,484.000 | 23,117.630 | 23,117.630 | 0.60 | 13,870.57 | |||
0870 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | M | 8,242.00 | 8,242.000 | 575.520 | 575.520 | 3.95 | 2,273.30 | |||
0880 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | M | 8,242.00 | 8,242.000 | 441.220 | 441.220 | 3.95 | 1,742.81 | |||
0890 | CONCRETE-CLASS A | 08100M | CU M | 95.15 | 95.150 | 94.474 | 94.474 | 1,000.00 | 94,474.00 | |||
0900 | STEEL REINFORCEMENT | 08150M | KG | 3,596.30 | 3,596.300 | 3,695.772 | 3,695.772 | 2.30 | 8,500.27 | |||
0910 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 99,300.00 | 99,300.000 | -126.613 | 35,915.503 | 35,788.890 | 1.00 | -126.61 | 35,788.89 | |
0920 | FUEL ADJUSTMENT | 10020NS | DOLL | 17,383.00 | 83,496.300 | 83,496.300 | 83,496.300 | 1.00 | 83,496.30 | |||
0930 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 29,700.00 | 466,018.270 | 466,018.270 | 466,018.270 | 1.00 | 466,018.27 | |||
0940 | SILT TRAP TYPE C | 20496NS843 | EACH | 5.00 | 5.000 | 10.000 | 10.000 | 275.00 | 2,750.00 | |||
0950 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 10.00 | 10.000 | 3.000 | 3.000 | 75.00 | 225.00 | |||
0960 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
0970 | EDGE KEY | 20992MD | M | 40.30 | 40.300 | 40.300 | 40.300 | 275.00 | 11,082.50 | |||
0980 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21435MS214 | SQ M | 76.00 | 76.000 | 3,274.170 | 3,274.170 | 2.00 | 6,548.34 | |||
0990 | CONTRACTOR QAS | 21539NN11A | LS | 1.00 | 1.000 | 0.000 | 0.000 | 85,000.00 | 0.00 | |||
1000 | CURB BOX INLET TYPE B MODIFIED | 21546ED | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,350.00 | 0.00 | |||
1010 | PRECAST RCBC-1800MM X 1200MM STA. 1+231 | 21792MN | M | 20.73 | 20.730 | 20.730 | 20.730 | 800.00 | 16,584.00 | |||
1020 | PRECAST RCBC-1800MM X 1200MM STA. 100+816 | 21792MN | M | 24.38 | 24.380 | 24.380 | 24.380 | 800.00 | 19,504.00 | |||
1030 | PRECAST RCBC-2100MM X 1200MM STA. 101+427 | 21794MN | M | 28.04 | 28.040 | 26.820 | 26.820 | 850.00 | 22,797.00 | |||
1040 | PRECAST RCBC-2100MM X 1200MM STA. 101+816 | 21794MN | M | 23.16 | 23.160 | 21.960 | 21.960 | 850.00 | 18,666.00 | |||
1050 | PRECAST RCBC-2100MM X 1200MM STA. 103+960 | 21794MN | M | 48.77 | 48.770 | 48.770 | 48.770 | 850.00 | 41,454.50 | |||
1060 | AS-BUILT PLANS | 22048NN | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
1080 | PRECAST RCBC 3900MM X 1800MM | 22142MD | M | 24.07 | 24.070 | 24.070 | 24.070 | 1,600.00 | 38,512.00 | |||
2500 | PERMANENT SIGNAGE | 22436MN | SQ M | 50.00 | 50.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
8000 | LIQUIDATED DAMAGES LD | 10111NS | DOLL | 0.00 | 0.001 | -16,000.000 | -16,000.000 | 1.00 | -16,000.00 | |||
8001 | EW~ Temporary Concrete Barrier Wall | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
8004 | EW~ Emergency Bridge Repair | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,735.00 | 1,735.00 | |||
8007 | TOPDRESSING FERTILIZER | 05966M | MTON | 0.00 | 3.991 | 3.991 | 0.000 | 3.991 | 788.28 | 3,146.02 | 3,146.02 | |
Project | DE103051906W1 | Fed/State Project Number | FD04 103 0519 007-010 | Category | 0002 BRIDGE | |||||||
1090 | MASONRY COATING | 02998M | SQ M | 605.00 | 605.000 | 605.000 | 605.000 | 23.50 | 14,217.50 | |||
1100 | ARMORED EDGE FOR CONCRETE | 03299M | M | 41.40 | 41.400 | 41.400 | 41.400 | 200.00 | 8,280.00 | |||
1110 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 72.00 | 72.000 | 197.000 | 197.000 | 130.00 | 25,610.00 | |||
1120 | FOUNDATION PREPARATION 25658 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,200.00 | 4,200.00 | |||
1130 | CONCRETE-CLASS A | 08100M | CU M | 738.20 | 738.200 | 738.200 | 738.200 | 490.00 | 361,718.00 | |||
1140 | CONCRETE-CLASS AA | 08104M | CU M | 105.70 | 105.700 | 105.700 | 105.700 | 745.00 | 78,746.50 | |||
1150 | STEEL REINFORCEMENT | 08150M | KG | 44,397.00 | 44,397.000 | 44,397.000 | 44,397.000 | 1.25 | 55,496.25 | |||
1160 | STEEL REINF-EPOXY COATED | 08151M | KG | 12,787.00 | 12,787.000 | 12,787.000 | 12,787.000 | 2.25 | 28,770.75 | |||
1170 | PRECAST PC I BEAM TYPE 2 | 08632M | M | 121.60 | 121.600 | 121.600 | 121.600 | 690.00 | 83,904.00 | |||
Project | DE103051906W1 | Fed/State Project Number | FD04 103 0519 007-010 | Category | 0003 WATERLINE | |||||||
1180 | STEEL ENCASEMENT PIPE-100 MM OPEN CUT | 01061M | M | 13.00 | 13.000 | 36.580 | 36.580 | 130.00 | 4,755.40 | |||
1190 | STEEL ENCASEMENT PIPE-150 MM OPEN CUT | 01063M | M | 18.00 | 18.000 | 12.200 | 12.200 | 135.00 | 1,647.00 | |||
1200 | STEEL ENCASEMENT PIPE-200 MM OPEN CUT | 01065M | M | 235.00 | 235.000 | 207.300 | 207.300 | 155.00 | 32,131.50 | |||
1210 | STEEL ENCASEMENT PIPE-200 MM OPEN CUT W/CONC. CAP | 01065M | M | 18.00 | 18.000 | 12.200 | 12.200 | 180.00 | 2,196.00 | |||
1220 | PVC PIPE-19 MM | 03379M | M | 200.00 | 200.000 | 232.420 | 232.420 | 14.00 | 3,253.88 | |||
1230 | PVC PIPE-25 MM | 03380M | M | 200.00 | 200.000 | 440.300 | 440.300 | 14.15 | 6,230.24 | |||
1240 | PVC PIPE-75 MM | 03382M | M | 267.00 | 267.000 | 290.850 | 290.850 | 18.00 | 5,235.30 | |||
1250 | PVC PIPE-100 MM | 03383M | M | 2,976.00 | 2,976.000 | 2,875.770 | 2,875.770 | 21.00 | 60,391.17 | |||
1260 | PVC PIPE-200 MM | 03387M | M | 55.00 | 55.000 | 187.500 | 187.500 | 30.00 | 5,625.00 | |||
1270 | WATER LINE-50 MM | 03411M | M | 100.00 | 100.000 | 203.700 | 203.700 | 16.10 | 3,279.57 | |||
1280 | REMOVE AND RELOCATE METER | 03432 | EACH | 15.00 | 15.000 | 31.000 | 31.000 | 800.00 | 24,800.00 | |||
1290 | REMOVE AND RELOCATE METER 1 1/2" | 03432 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 990.00 | 1,980.00 | |||
1300 | RECONNECT SERVICE | 03437 | EACH | 37.00 | 37.000 | 31.600 | 31.600 | 600.00 | 18,960.00 | |||
1310 | FLUSH HYDRANT | 03439 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 1,500.00 | 7,500.00 | |||
1320 | GATE VALVE-50 MM | 03522M | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
1330 | GATE VALVE-75 MM | 03523M | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 700.00 | 3,500.00 | |||
1340 | GATE VALVE-100 MM | 03524M | EACH | 14.00 | 14.000 | 9.000 | 9.000 | 750.00 | 6,750.00 | |||
1350 | GATE VALVE-200 MM | 03528M | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 1,000.00 | 5,000.00 | |||
1360 | CONNECT TO WATER MAIN 100MM TO 100MM | 20081MC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 800.00 | 4,000.00 | |||
1370 | CONNECT TO WATER MAIN 200MM TO 200MM | 20081MC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
1380 | CONNECT TO WATER MAIN 25MM TO 100MM | 20081MC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
1390 | CONNECT TO WATER MAIN 50MM TO 100MM | 20081MC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
1400 | CONNECT TO WATER MAIN 75MM T0 75MM | 20081MC | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 700.00 | 2,100.00 | |||
1410 | CONNECT TO WATER MAIN 75MM TO 100MM | 20081MC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 700.00 | 1,400.00 | |||
1420 | CREEK CROSSING TYPE B | 20243MD | M | 18.00 | 18.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
1430 | CREEK CROSSING TYPE C | 20243MD | M | 12.00 | 12.000 | 25.700 | 25.700 | 140.00 | 3,598.00 | |||
1440 | WATER SAMPLING STATION ASSEMBLY | 21232ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
1450 | CUT AND BLOCK 100MM | 21409ND | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
1460 | CUT AND BLOCK 200MM | 21409ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
1470 | CUT AND BLOCK 50MM | 21409ND | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
1480 | BORE AND JACK PIPE-400MM | 21795MN | M | 24.00 | 24.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
1490 | BORE AND JACK PIPE-200MM | 21796MN | M | 88.00 | 88.000 | 69.760 | 69.760 | 390.00 | 27,206.40 | |||
1500 | BORE AND JACK PIPE-150MM | 21797MN | M | 21.00 | 21.000 | 21.000 | 21.000 | 295.00 | 6,195.00 | |||
Project | DE103051906W1 | Fed/State Project Number | FD04 103 0519 007-010 | Category | 0004 MOBILIZATION & DEMOBILIZATION | |||||||
1510 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 380,000.00 | 380,000.00 | |||
1520 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 160,000.00 | 40,000.00 | 160,000.00 | |
Project | DE103051906W1 | Fed/State Project Number | FD04 103 0519 007-010 | Category | 0005 LANDSCAPING | |||||||
1530 | AMERICAN SYCAMORE | 20050ES724 | EACH | 526.00 | 526.000 | 526.000 | 526.000 | 25.25 | 13,281.50 | |||
1540 | LIVE STAKES | 20231MD | EACH | 1,050.00 | 1,050.000 | 1,050.000 | 1,050.000 | 4.75 | 4,987.50 | |||
1550 | GREEN ASH | 20235MS724 | EACH | 526.00 | 526.000 | 526.000 | 526.000 | 25.25 | 13,281.50 | |||
1560 | SILKY DOGWOOD | 20237MS724 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 25.25 | 909.00 | |||
1570 | SPICEBUSH | 20238MS724 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 25.25 | 909.00 | |||
1580 | ELDERBERRY | 20446MS724 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 25.25 | 909.00 | |||
1590 | WHITE OAK | 20451MS724 | EACH | 526.00 | 526.000 | 526.000 | 526.000 | 27.25 | 14,333.50 | |||
1600 | MITIGATION SEEDING | 20534MD | SQ M | 6,884.00 | 6,884.000 | 6,884.000 | 6,884.000 | 2.00 | 13,768.00 | |||
1610 | RIVER BIRCH | 20537NS724 | EACH | 526.00 | 526.000 | 526.000 | 526.000 | 27.25 | 14,333.50 | |||
1620 | SMOOTH ALDER | 21151NS724 | EACH | 35.00 | 35.000 | 35.000 | 35.000 | 25.25 | 883.75 | |||
Project | DE103051906W1 | Fed/State Project Number | FD04 103 0519 007-010 | Category | 0006 SIGNALIZATION | |||||||
1630 | CONDUIT-31 MM | 04793M | M | 309.00 | 309.000 | 261.590 | 261.590 | 25.00 | 6,539.75 | |||
1640 | CONDUIT-50 MM | 04795M | M | 24.00 | 24.000 | 15.196 | 15.196 | 40.00 | 607.84 | |||
1650 | JUNCTION BOX TYPE B | 04811 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | |||
1660 | TRENCHING AND BACKFILLING | 04820M | M | 333.00 | 333.000 | 289.300 | 289.300 | 21.00 | 6,075.30 | |||
1670 | LOOP WIRE | 04830M | M | 640.00 | 640.000 | 710.000 | 710.000 | 1.25 | 887.50 | |||
1680 | CABLE-NO. 14/5C | 04844M | M | 123.00 | 123.000 | 128.320 | 128.320 | 4.35 | 558.19 | |||
1690 | CABLE-NO. 14/7C | 04845M | M | 91.00 | 91.000 | 116.430 | 116.430 | 4.35 | 506.47 | |||
1700 | CABLE-NO. 14/1 PAIR | 04850M | M | 600.00 | 600.000 | 898.552 | 898.552 | 4.35 | 3,908.70 | |||
1710 | MESSENGER-48.0 KN | 04885M | M | 122.00 | 122.000 | 143.260 | 143.260 | 11.50 | 1,647.49 | |||
1720 | LOOP SAW SLOT AND FILL | 04895M | M | 315.00 | 315.000 | 335.000 | 335.000 | 49.20 | 16,482.00 | |||
1730 | PEDESTRIAN DETECTOR | 04900 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 155.00 | 310.00 | |||
1740 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
1750 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,200.00 | 12,800.00 | |||
1760 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
1770 | INSTALL PEDESTRIAN HEAD-LED | 20093ES835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
1780 | INSTALL LED SIGNAL-3 SECTION | 20188MS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 300.00 | 1,800.00 | |||
1790 | INSTALL LED SIGNAL-5 SECTION | 20189MS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 425.00 | 850.00 | |||
Project | DE103051906W1 | Fed/State Project Number | FD04 103 0519 007-010 | Category | 0007 BRIDGE | |||||||
1800 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 236.00 | 236.000 | 184.250 | 184.250 | 38.50 | 7,093.62 | |||
1810 | FABRIC-GEOTEXTILE TYPE I | 02596M | SQ M | 378.00 | 378.000 | 378.000 | 378.000 | 2.15 | 812.70 | |||
1820 | MASONRY COATING | 02998M | SQ M | 492.00 | 492.000 | 492.000 | 492.000 | 23.50 | 11,562.00 | |||
1830 | ARMORED EDGE FOR CONCRETE | 03299M | M | 32.00 | 32.000 | 32.000 | 32.000 | 200.00 | 6,400.00 | |||
1840 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 16.00 | 16.000 | 15.710 | 15.710 | 130.00 | 2,042.30 | |||
1850 | FOUNDATION PREPARATION 25662 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,600.00 | 6,600.00 | |||
1860 | CYCLOPEAN STONE RIP RAP | 08019M | MTON | 411.00 | 1,511.000 | 1,524.190 | 1,524.190 | 23.00 | 35,056.37 | |||
1870 | TEST PILES | 08033M | M | 15.00 | 15.000 | 13.947 | 13.947 | 230.00 | 3,207.81 | |||
1880 | PILES-STEEL HP310X79 | 08046M | M | 128.00 | 128.000 | 137.807 | 137.807 | 230.00 | 31,695.61 | |||
1890 | PILE POINTS-310 MM | 08094M | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 100.00 | 2,200.00 | |||
1900 | CONCRETE-CLASS A | 08100M | CU M | 162.60 | 162.600 | 162.600 | 162.600 | 490.00 | 79,674.00 | |||
1910 | CONCRETE-CLASS AA | 08104M | CU M | 379.40 | 379.400 | 379.400 | 379.400 | 745.00 | 282,653.00 | |||
1920 | STEEL REINFORCEMENT | 08150M | KG | 12,551.00 | 12,551.000 | 12,551.000 | 12,551.000 | 1.25 | 15,688.75 | |||
1930 | STEEL REINF-EPOXY COATED | 08151M | KG | 65,603.00 | 65,603.000 | 65,603.000 | 65,603.000 | 2.25 | 147,606.75 | |||
1940 | PRECAST PC I BEAM TYPE 4 | 08634M | M | 454.20 | 454.200 | 454.200 | 454.200 | 825.00 | 374,715.00 | |||
Project | DE103051906W1 | Fed/State Project Number | FD04 103 0519 007-010 | Category | 0008 BRIDGE | |||||||
1950 | REMOVE CONCRETE MASONRY | 02403M | CU M | 245.00 | 245.000 | 245.000 | 245.000 | 190.00 | 46,550.00 | |||
1960 | ARMORED EDGE FOR CONCRETE | 03299M | M | 34.40 | 34.400 | 34.400 | 34.400 | 200.00 | 6,880.00 | |||
1970 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 30.00 | 30.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
1980 | FOUNDATION PREPARATION 25661 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
1990 | CONCRETE-CLASS A | 08100M | CU M | 138.30 | 138.300 | 138.300 | 138.300 | 490.00 | 67,767.00 | |||
2000 | CONCRETE-CLASS AA | 08104M | CU M | 139.20 | 139.200 | 139.200 | 139.200 | 745.00 | 103,704.00 | |||
2010 | STEEL REINFORCEMENT | 08150M | KG | 5,528.00 | 5,528.000 | 5,528.000 | 5,528.000 | 1.25 | 6,910.00 | |||
2020 | STEEL REINF-EPOXY COATED | 08151M | KG | 16,204.00 | 16,204.000 | 16,204.000 | 16,204.000 | 2.25 | 36,459.00 | |||
2030 | PRECAST PC BOX BEAM SB685 | 08670M | M | 176.50 | 176.500 | 176.500 | 176.500 | 835.00 | 147,377.50 | |||
2040 | RAIL SYSTEM TYPE III | 21798MD | M | 62.00 | 62.000 | 62.000 | 62.000 | 425.00 | 26,350.00 | |||
Project | DE103051906W1 | Fed/State Project Number | FD04 103 0519 007-010 | Category | 0009 UTILITY | |||||||
2050 | PE GAS LINE-100MM | 22147MN | M | 97.07 | 97.070 | 103.660 | 103.660 | 73.00 | 7,567.18 | |||
2060 | PE GAS TIE-IN-100MM | 22153NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
2070 | PE GAS VALVE-100MM | 22154NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
2080 | PE GAS TIE-IN-50MM X 50MM | 22157NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
2090 | PE GAS VALVE-50MM | 22159NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
Project | DE103051906W1 | Fed/State Project Number | FD04 103 0519 007-010 | Category | 0010 SEWER | |||||||
2100 | REMOVE MANHOLE | 01787 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 1,250.00 | 6,250.00 | |||
2110 | SANITARY SEWER MANHOLE | 01799M | EACH | 27.00 | 27.000 | 25.000 | 25.000 | 2,500.00 | 62,500.00 | |||
2120 | FLOWABLE FILL | 02220M | CU M | 0.10 | 0.100 | 6.300 | 6.300 | 500.00 | 3,150.00 | |||
2130 | PVC PIPE-150 MM | 03385M | M | 304.90 | 304.900 | 175.230 | 175.230 | 80.00 | 14,018.40 | |||
2140 | PVC PIPE-200 MM | 03387M | M | 1,363.43 | 1,363.430 | 1,516.740 | 1,516.740 | 90.00 | 136,506.60 | |||
2150 | PVC PIPE-250 MM | 03389M | M | 162.83 | 162.830 | 88.000 | 88.000 | 100.00 | 8,800.00 | |||
2160 | RECONNECT SERVICE | 03437 | EACH | 31.00 | 31.000 | 25.000 | 25.000 | 500.00 | 12,500.00 | |||
2170 | CONCRETE ENCASEMENT | 20057MS601 | M | 7.32 | 7.320 | 18.370 | 18.370 | 250.00 | 4,592.50 | |||
2180 | DROP MANHOLE | 20240MS408 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 2,500.00 | 7,500.00 | |||
2190 | TIE-IN TO MANHOLE | 20772ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
2200 | ADDITIONAL MANHOLE DEPTH | 22148MN | M | 0.77 | 0.770 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
2210 | PVC SERVICE TEE-200MM X 150MM | 22149NN | EACH | 34.00 | 34.000 | 31.000 | 31.000 | 250.00 | 7,750.00 | |||
2220 | CLEAN OUT SERVICE-150MM | 22150NN | EACH | 36.00 | 36.000 | 26.000 | 26.000 | 500.00 | 13,000.00 | |||
2230 | NEW MANHOLE TO EXIST LINE | 22151NN | EACH | 6.00 | 6.000 | 9.000 | 9.000 | 500.00 | 4,500.00 | |||
2240 | TIE-IN TO EXIST SEWER | 22152NN | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
2250 | EXCAVATE PIPE | 22166MN | CU M | 1.15 | 1.150 | 0.000 | 0.000 | 25.00 | 0.00 | |||
8002 | EW~ Manhole Chimney Seals | 10094NX | EACH | 0.00 | 37.000 | 33.000 | 33.000 | 345.00 | 11,385.00 | |||
8003 | EW~ Manhole Chimney Seal Extension- 6 inch height | 10094NX | EACH | 0.00 | 19.000 | 12.000 | 12.000 | 230.00 | 2,760.00 | |||
Project | DE103051906W1 | Fed/State Project Number | FD04 103 0519 007-010 | Category | 0011 WATERLINE | |||||||
2260 | STEEL ENCASEMENT PIPE-300 MM BORE & JACK | 01069M | M | 23.44 | 23.440 | 23.440 | 23.440 | 600.00 | 14,064.00 | |||
2270 | STEEL ENCASEMENT PIPE-300 MM OPEN CUT | 01069M | M | 10.07 | 10.070 | 18.300 | 18.300 | 180.00 | 3,294.00 | |||
2280 | STEEL ENCASEMENT PIPE-400 MM BORE & JACK | 01073M | M | 24.75 | 82.185 | 81.435 | 81.435 | 785.00 | 63,926.47 | |||
2290 | STEEL ENCASEMENT PIPE-400 MM OPEN CUT | 01073M | M | 60.54 | 60.540 | 35.913 | 35.913 | 180.00 | 6,464.34 | |||
2300 | DUCTILE IRON PIPE-150 MM | 01093M | M | 92.60 | 92.600 | 71.330 | 71.330 | 60.00 | 4,279.80 | |||
2310 | DUCTILE IRON PIPE-400 MM | 01103M | M | 81.93 | 81.930 | 113.600 | 113.600 | 100.00 | 11,360.00 | |||
2320 | PVC PIPE-150 MM | 03385M | M | 8.53 | 8.530 | 18.288 | 18.288 | 22.00 | 402.33 | |||
2330 | GATE VALVE-150 MM | 03526M | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 800.00 | 2,400.00 | |||
2340 | GATE VALVE-150 MM W/ BYPASS | 03526M | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
2350 | BEND 45 DEG 400 MM MJDI | 03558M | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
2360 | BEND 90 DEG 400 MM MJDI | 03565M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
2370 | FIRE HYDRANT ASSEMBLY | 20864ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
2380 | STEEL ENCASEMENT PIPE 750MM BORE & JACK | 21088MD | M | 23.44 | 23.440 | 22.900 | 22.900 | 1,500.00 | 34,350.00 | |||
2390 | STEEL ENCASEMENT PIPE 750MM OPEN CUT | 21088MD | M | 10.74 | 10.740 | 12.190 | 12.190 | 670.00 | 8,167.30 | |||
2400 | RECONNECT METER | 21270ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
2410 | TAPPING SLEEVE AND VALVE-150MM | 22155NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
2420 | CUT AND BLOCK-150MM | 22156NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
2430 | TAPPING SLEEVE & VALVE-400MM X 152MM | 22158NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
2440 | TEE-400MM MJDI | 22160NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
2450 | TEE-400MM X 150MM MJDI | 22161NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
2460 | TIE IN-150MM X 150MM | 22162NN | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
2470 | PE WATER SERVICE-20MM | 22163MN | M | 46.40 | 46.400 | 0.000 | 0.000 | 13.85 | 0.00 | |||
2480 | REDUCER-400MM X 150MM MJDI | 22164NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
2490 | TIE 400MM TO EXIST 400MM | 22165NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,250.00 | 2,500.00 | |||
8005 | GATE VALVE-16 INCH Valve Assembly - 16 inch | 03536 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 12,929.20 | 12,929.20 | |||
8006 | WET TAP-150MM TO EXIST MAIN 6 inch | 22080NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,857.00 | 1,857.00 | |||
SUBTOT | $43,019.41 |
$11,649,144.53 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1940-1-0I |
I BEAM, TYPE 4 | M |
454.20 | 0004 | $458.770000 | $208,373.33 | ||||||
1170-1-0I |
I BEAM, TYPE 2 | M |
121.60 | 0005 | $392.490000 | $47,726.78 | ||||||
2030-1-0I |
BOX BEAM, B | M |
176.50 | 0014 | $493.960000 | $87,183.94 | ||||||
1170-1-0A |
I BEAM, TYPE 2 | M |
121.60 | 0006 | $392.490000 | $-47,726.78 | ||||||
1940-1-0A |
I BEAM, TYPE 4 | M |
454.20 | 0010 | $458.770000 | $-208,373.33 | ||||||
2030-1-0A |
BOX BEAM, B | M |
88.25 | 0037 | $493.960000 | $-43,591.97 | ||||||
2030-1-0A |
BOX BEAM, B | M |
88.25 | 0049 | $493.960000 | $-43,591.97 | ||||||
SUBTOT | $0.00 |