| 1724334953000 | 0 | None | None | Water supply/sewage lines | Construction of 1 lakh Ltr GLSR in ward no 23 Adharshanagar and Drilling of borewells and supplying motor pumps Near malur ammani kere Gudnahallai kere chankal honge thop harohalli kere and LB Shathri nagara in TMC Malur limits. | 4578415.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3838617 | 146469 | None | code01 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (CSR V-I 2023-24, P-9, It no -1.14 In all kinds of soils Depth upto 3 m (70% of total qty) | Cum | 102.0 | 102.0 | 148.96 | False | None | None | False | None | False | 15193.92 | 0 | | 3838618 | 146469 | None | code02 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (CSR V-I 2023-24, P-9, It no -1.14 -In ordinary/soft rock without blasting upto 1.5 m depth (30%) | Cum | 363.0 | 363.0 | 63.84 | False | None | None | False | None | False | 23173.92 | 0 | | 3838619 | 146469 | None | code03 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5989.0 | 5989.0 | 12.01 | False | None | None | False | None | False | 71927.89 | 0 | | 3838620 | 146469 | None | code04 | Providing and laying in position Cement Concrete for all Sub structures of
building, Irrigation works, Sub structure works of bridges, Drain works &
other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt
crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticisers, laid in layers, well compacted
using needle vibrators, providing weep holes wherever necessary, including
all lead & lifts, cost of all materials of quality, confirming to the requirements
of relevant IS codes, labour, Usage charges of machinery, curing and all other
appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6336.0 | 6336.0 | 16.196 | False | None | None | False | None | False | 102617.856 | 0 | | 3838621 | 146469 | None | code05 | Providing and laying in position Cement Concrete for all Sub structures of
building, Irrigation works, Sub structure works of bridges, Drain works &
other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt
crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticisers, laid in layers, well compacted
using needle vibrators, providing weep holes wherever necessary, including
all lead & lifts, cost of all materials of quality, confirming to the requirements
of relevant IS codes, labour, Usage charges of machinery, curing and all other
appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6742.0 | 6742.0 | 28.535 | False | None | None | False | None | False | 192382.97 | 0 | | 3838622 | 146469 | None | code06 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including
MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS
sheets, with hinges, locking arrangements at top etc. including painting
with anticorrosive approved paint etc. complete including all lead and
lifts etc. | Each | 2140.0 | 2140.0 | 1.0 | False | None | None | False | None | False | 2140.0 | 0 | | 3838623 | 146469 | None | code07 | Providing and fixing MS ladder between landings, 45 cms wide using
angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre,
with necessary supports of same angle iron etc. as directed, including
hand railing on both sides with 25mm dia. GI pipes with angle iron props
at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC
1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead
and lifts etc. complete with: MS angle of 65 x 65 x 8mm | Mtr | 4377.0 | 4377.0 | 4.0 | False | None | None | False | None | False | 17508.0 | 0 | | 3838624 | 146469 | None | code08 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification | Tonne | 89457.0 | 89457.0 | 3.57 | False | None | None | False | None | False | 319361.49 | 0 | | 3838625 | 146469 | None | code09 | Providing and fixing DI/CI puddle flanges conforming to IS 7181-1986
with latest ammendments., in position for RCC walls including hoisting
and conveying them to work spot with all lead and lifts etc. complete . 100 mm dia (overflow) | Each | 1861.0 | 1861.0 | 2.0 | False | None | None | False | None | False | 3722.0 | 0 | | 3838626 | 146469 | None | code10 | Providing and fixing DI/CI puddle flanges conforming to IS 7181-1986
with latest ammendments., in position for RCC walls including hoisting
and conveying them to work spot with all lead and lifts etc. complete 150 mm dia Outlet | Each | 2369.0 | 2369.0 | 2.0 | False | None | None | False | None | False | 4738.0 | 0 | | 3838627 | 146469 | None | code11 | Refilling available earth around trenches/pipelines, cables in layers not
exceeding 20 cms in depth, compacting each deposited layer by ramming after
watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour
complete as per specifications | Cum | 160.0 | 160.0 | 29.0 | False | None | None | False | None | False | 4640.0 | 0 | | 3838628 | 146469 | None | code12 | Providing, Laying and Jointing Cast Iron (CI) double flanged pipes true
to line / hoisting of DI flanged pipe in position and aligning to correct
plumb, including cost of jointing materials, conveying to work spot with
all lead and lifts etc.complete.100 mm dia (overflow) | Mtr | 3010.0 | 3010.0 | 5.0 | False | None | None | False | None | False | 15050.0 | 0 | | 3838629 | 146469 | None | code13 | Providing, Laying and Jointing Cast Iron (CI) double flanged pipes true
to line / hoisting of DI flanged pipe in position and aligning to correct
plumb, including cost of jointing materials, conveying to work spot with
all lead and lifts etc.complete.150 mm dia Outlet | Mtr | 4808.0 | 4808.0 | 20.0 | False | None | None | False | None | False | 96160.0 | 0 | | 3838630 | 146469 | None | code14 | Providing and laying in position Cement Concrete for all Sub structures of
building, Irrigation works, Sub structure works of bridges, Drain works &
other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt
crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticisers, laid in layers, well compacted
using needle vibrators, providing weep holes wherever necessary, including
all lead & lifts, cost of all materials of quality, confirming to the requirements
of relevant IS codes, labour, Usage charges of machinery, curing and all other
appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6336.0 | 6336.0 | 4.9284 | False | None | None | False | None | False | 31226.3424 | 0 | | 3838631 | 146469 | None | code15 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification | MT | 89457.0 | 89457.0 | 0.35 | False | None | None | False | None | False | 31309.95 | 0 | | 3838632 | 146469 | None | code16 | Providing and constructing load bearing wall with Solid Concrete blocks
of size 400x200x200mm having block density more than 1800kg/m3
and minimum compressive strength of 4.00 N/mm2 conforming to IS
2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005
including cost of all materials, labour, scaffolding and curing, usage
charges of machinery etc complete as per specifications. | Sqm | 1310.0 | 1310.0 | 44.87 | False | None | None | False | None | False | 58779.7 | 0 | | 3838633 | 146469 | None | code17 | Providing and fixing M.S. grills of required pattern in frames of windows
etc. with M.S. flats, square or round bars etc. including priming coat with
approved steel primer all complete. Fixed to openings /wooden frames
with rawl plugs screws etc. For window grills | Kgs | 183.0 | 183.0 | 42.0 | False | None | None | False | None | False | 7686.0 | 0 | | 3838634 | 146469 | None | code18 | KSRB 7.10 : Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters using double track window frame section of size61.85x31.75mm with1.2mm thick, bottom section weight 0.695kg/m,sides and top sections 1.333 thick weight 0.659kg/m; and shutter comprising top and bottom section of size40mmx18mm , 1.25 thick 0.417 kg/m; shutter outer side 40mmx18mm ,1.25 thick weight 0.417kg/m,shutter interlock section40mmx26.7mm,1.1mm thick,weight 0.469kg/m.the shutters mounted on nylon rollers with approved quqlity of fixtures such as alluminium haandles,tower boltss etc.,;and providing and fixing 5.5mm.thickplain glass for shutters fitted with rubber beading alluminium sections including cutting required length ,joints mitred subdividing theframe tennened and in the assembled frame stiffened with end clips at coner angles etc., and fixed to the walls,lintles,floor beams and/cill as the case maye be with neccessary steel screws,raul plugh or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar, alluminium sections pretreated for removal of any. using aluminium section powdered coated to a minimum of 60-70 microns with exterior durable pure polyster grade powder of approved quality. Specification No.KBS (Page No. 33, Item No.7.10.2 .PWD SR,Bengaluru Circle.). | Sqm | 3898.0 | 3898.0 | 4.0 | False | None | None | False | None | False | 15592.0 | 0 | | 3838635 | 146469 | None | code19 | KSRB 7.3 : Providing and fixing 1mm thick M.S. sheet garage door with frame and diagonal braces of size 40x40x6 mm angle Iron, 3.15mm thick M.S. Gusset plates at the junctions and corners, with handles, stoppers and locking arrangements etc., including applying a priming coat of red lead paint cost of materials, labour, HOM of machinery complete as per specifications. Double leaf door of size 2.4x2.4m Specification No. KBS 7.9 / 7.12 (P-31, I-7.3) | Sqm | 2332.0 | 2332.0 | 2.52 | False | None | None | False | None | False | 5876.64 | 0 | | 3838636 | 146469 | None | code20 | Providing 15 mm cement plaster on the rough side of single or half brick
wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 279.0 | 279.0 | 173.3616 | False | None | None | False | None | False | 48367.8864 | 0 | | 3838637 | 146469 | None | code21 | Finishing walls with water proofing cement paint of required shade :New
work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after
thoroughly brooming the surface to remove all dirt, dust, mortar drops
and foreign matter including preparing the surface even and sand paper
smooth, cost of materials, labour complete as per specifications and as per
directions of Engineer-in-charge. | Sqm | 89.0 | 89.0 | 105.6816 | False | None | None | False | None | False | 9405.6624 | 0 | | 3838638 | 146469 | None | code22 | Painting with synthetic enamel paint of approved brand and
manufacture to give an even shade :Two coats on new work after
thoroughly brooming the surface to remove all dirt, dust, mortar drops
and foreign matter including preparing the surface even and sand paper
smooth, cost of materials, labour complete as per specifications and as per
directions of Engineer-in-charge. | Sqm | 131.0 | 131.0 | 178.94 | False | None | None | False | None | False | 23441.14 | 0 | | 3838639 | 146469 | None | code23 | KSRB 2-2.1 : Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5 (P-5, I-2.3)a) KSRB 2-2.1 In ordinary Soil (65%) | Cum | 189.0 | 189.0 | 438.75 | False | None | None | False | None | False | 82923.75 | 0 | | 3838640 | 146469 | None | code24 | KSRB 2-2.1 : Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5 (P-5, I-2.3)b) KSRB 2-2.3 In Hard Soil (30%) | Cum | 283.0 | 283.0 | 202.5 | False | None | None | False | None | False | 57307.5 | 0 | | 3838641 | 146469 | None | code25 | KSRB 2-2.4 : Excavation 1.5m and above in width in soft rock without blasting for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches not exceeding 1.5 m. in depth, stacking the excavated stuff from edges of excavation with lead upto 50m including cost of labour complete as per specifications.specification. No. KBS 2.1.C / 2.3.5 (P-5, I-2.6) KSRB 2-2.4 in soft rock without blasting (5% of earth work excavation qty) | Cum | 883.0 | 883.0 | 21.9375 | False | None | None | False | None | False | 19370.8125 | 0 | | 3838642 | 146469 | None | code26 | Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and joining of pipes and specials, including encasing the pipe around to a depth not less than 15cms with soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevent ISS with all lead and lift including testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuringwater for testing) Page No.135. Item No 2.3.2 KUWS&DB 2015-16 140MM dia PN 10.0 | Rmtr | 658.0 | 658.0 | 1500.0 | False | None | None | False | None | False | 987000.0 | 0 | | 3838643 | 146469 | None | code27 | Supplying valves of Board approved make conforming to relevant ISS with latest amendments as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking etc.,complete with all lead and lift and fixing CI valves. The rate is inclusive of cost of Bolts and Nuts (1) CI sluice valves Body & Seat ring bronze PN 1.0 conforming to IS 14846:2000 (2015-16 KUWSDB SR P/No.49) 150mm dia | Each | 13343.0 | 13343.0 | 3.0 | False | None | None | False | None | False | 40029.0 | 0 | | 3838644 | 146469 | None | code28 | KSRB 2-4 : Refilling available earth around pipe lines, cables in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per specifications allow 60% of rate considered under item KSRB 2.3 (P-6, I-2.11) | Cum | 76.0 | 76.0 | 675.0 | False | None | None | False | None | False | 51300.0 | 0 | | 3838645 | 146469 | None | code29 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) Borewell depth of 0 to 50 Mtrs | m | 381.1 | 381.1 | 200.0 | False | None | None | False | None | False | 76220.0 | 0 | | 3838646 | 146469 | None | code30 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth) Borewell depth of 50 to 100 Mtrs | m | 477.92 | 477.92 | 200.0 | False | None | None | False | None | False | 95584.0 | 0 | | 3838647 | 146469 | None | code31 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth) Borewell depth of 100 to 150 Mtrs | m | 507.79 | 507.79 | 200.0 | False | None | None | False | None | False | 101558.0 | 0 | | 3838648 | 146469 | None | code32 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth) Borewell depth of 150 to 200 Mtrs | m | 589.16 | 589.16 | 200.0 | False | None | None | False | None | False | 117832.0 | 0 | | 3838649 | 146469 | None | code33 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth) Borewell depth of 200 to 250 Mtrs | m | 691.13 | 691.13 | 200.0 | False | None | None | False | None | False | 138226.0 | 0 | | 3838650 | 146469 | None | code34 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth) Borewell depth of 250 to 300 Mtrs | m | 762.2 | 762.2 | 200.0 | False | None | None | False | None | False | 152440.0 | 0 | | 3838651 | 146469 | None | code35 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth) Borewell depth of 250 to 300 Mtrs | m | 894.04 | 894.04 | 200.0 | False | None | None | False | None | False | 178808.0 | 0 | | 3838652 | 146469 | None | code36 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. | m | 1990.99 | 1990.99 | 60.0 | False | None | None | False | None | False | 119459.4 | 0 | | 3838653 | 146469 | None | code37 | Logging / scanning of borewell at any depth continuously with the help of Logger unit including the cost of transportation charges, crew charges, stationery charges and cost of consumables etc | Each | 3784.22 | 3784.22 | 4.0 | False | None | None | False | None | False | 15136.88 | 0 | | 3838654 | 146469 | None | code38 | Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work 15.00 HP - 120 LPM @ 266 m = 23 STG Outlet Dia - 2.00" | Each | 71424.32 | 71424.32 | 4.0 | False | None | None | False | None | False | 285697.28 | 0 | | 3838655 | 146469 | None | code39 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. Medium Duty GI pipe of 50mm dia | m | 601.52 | 601.52 | 1100.0 | False | None | None | False | None | False | 661672.0 | 0 | | 3838656 | 146469 | None | code40 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments 1x3x6 m2 | m | 190.55 | 190.55 | 915.0 | False | None | None | False | None | False | 174353.25 | 0 | | 3838657 | 146469 | None | code41 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter etc. complete. 6 to 15 HP pumps | Each | 18025.0 | 18025.0 | 3.0 | False | None | None | False | None | False | 54075.0 | 0 | | 3838658 | 146469 | None | code42 | Providing and fixing GI union in existing GI pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required etc. complete for: 20.88.6: 50 mm nominal bore | Each | 679.8 | 679.8 | 3.0 | False | None | None | False | None | False | 2039.4 | 0 | | 3838659 | 146469 | None | code43 | Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any. For 50 mm dia GI collar: | Each | 275.01 | 275.01 | 153.0 | False | None | None | False | None | False | 42076.53 | 0 | | 3838660 | 146469 | None | code44 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for:For 50 mm dia GI elbow | Each | 275.01 | 275.01 | 3.0 | False | None | None | False | None | False | 825.03 | 0 | | 3838661 | 146469 | None | code45 | Supplying of 10 gauge outdoor panel boardbox 4x3x1 feet french with Double doorlock system inculding pre installed wooden board with and other accesssories. (Market Rate) | Each | 6000.0 | 6000.0 | 3.0 | False | None | None | False | None | False | 18000.0 | 0 | | 3838662 | 146469 | None | code46 | The Re-errection charges of pumping achineries including overhauling and painting | Each | 2060.0 | 2060.0 | 3.0 | False | None | None | False | None | False | 6180.0 | 0 |
|