| 1719921204000 | 1 | None | None | Water supply/sewage lines | Water supply related works in ward no 1, ward no 6, ward 14 and ward 17 in Kudligi Town Limits | 1083126.09 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3436985 | 121852 | None | item_code1 | 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: Medium Duty GI pipe of 100mm dia | Mtr | 1307.25 | 1307.25 | 50.0 | False | None | None | False | None | False | 65362.5 | 0 | | 3436986 | 121852 | None | item_code2 | Earth work excavation for pipelines/cables by Manual means upto 600 mm
trench width, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, removal of stumps and
other deleterious matter, including dressing of excavated surfaces, disposing
off or leveling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m. Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and watering and lift
upto 1.5 m including cost of labour, tools, usage& other appurtenances required
to complete the work. Depth upto 1.50m | Cum | 508.2 | 508.2 | 128.25 | False | None | None | False | None | False | 65176.65 | 0 | | 3436987 | 121852 | None | item_code3 | Providing and installing at site of work P.V.C. pipes including cost of
pipes and specials and labour, including lowering into trenches, laying
true to line, level and perfect linking at joints leak proof including
jointing of approved type with all labour charges and all lift charges,
handling charges including encasing the pipe around to a depth not less
than 15 cms with gravel or selected earth available from the excavation
etc. complete.90mm(weight of pipe -1.313 kg)6 Kg/m2 | Mtr | 270.9 | 270.9 | 420.0 | False | None | None | False | None | False | 113778.0 | 0 | | 3436988 | 121852 | None | item_code4 | 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 | 168.0 | 168.0 | 102.6 | False | None | None | False | None | False | 17236.8 | 0 | | 3436989 | 121852 | None | item_code5 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of
variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865
with the latest amendments and of grade GGG 40/50, shaft of stainless
steel, wedge fully rubber lined with EDPM seals of NBR and the valves
should be vacum tight and 100% leak proof with face to face dimensions
as per IS 14846-2000 with the latest amendments only. The stem sealing
should be with toroidal sealing rings (minimum 2 " O " rings). Body and
bonnet should be coated with Electrostatically applied Epoxy Powder
Coating with minimum coating thickness of 250 micron both inside and
outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts
& nuts and rubber insertions etc. but excluding earth work. For PN-10:
(Note: TP set should be considered only for DI pipes estimate. For MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from
the SR rates of valves and provision for corresponding dia MS flanges
should be made in the estimate.) etc. complete For Suilce Valve of PN -10.0 and 80mm | Each | 10912.65 | 10912.65 | 1.0 | False | None | None | False | None | False | 10912.65 | 0 | | 3436990 | 121852 | None | item_code6 | Geophysical investigation at site for sinking borewells for Providing
drinking water to the habitation either through the Hand Pump MWS
or P.W.S.S, by vertical electrical sounding by adopting Venner or
Schlumbergers's method, including reconnaissance survey of geological
formation. Geophysical investigation of existing ground water in the
vicinity, its quality, quantity and acceptability of the users, indicating
the location of the site, recommended depth of casing pipe required to
seal the top unconsolidated formation including an extra depth of 1.0
metre in consolidated formation for proper seating of casing pipe, depth
of drilling required to cover full depth of aquifer proposed to be tapped,
probable yield and other information required including transportation
of instruments and accessories to work site, engaging technical personal
and labour required etc. NOTE: 1) Additional rate on item 1&2 is
allowed for drilling in over burden and fixing Casing pipes beyond 20
M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%,
b) Above 30 M - 30% (Measurement of overburden is restricted to the
depth of casing pipe fixed excluding initial depth of 20M and projection
above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry
Borewell towards yield test. etc. complete | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 3436991 | 121852 | None | item_code7 | 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)00 to 50mtr Depth | Mtr | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | | 3436992 | 121852 | None | item_code8 | 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)50 to 100mtr Depth | Mtr | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | | 3436993 | 121852 | None | item_code9 | 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)100 to 150mtr Depth | Mtr | 517.65 | 517.65 | 10.0 | False | None | None | False | None | False | 5176.5 | 0 | | 3436994 | 121852 | None | item_code10 | Providing and installing at site of work P.V.C. pipes including cost of pipes
and specials and labour, including lowering into trenches, laying true
to line, level and perfect linking at joints leak proof including jointing
of approved type with all labour charges and all lift charges, handling
charges including encasing the pipe around to a depth not less than
15 cms with gravel or selected earth available from the excavation etc.
complete. 200mm6 Kg/m2(weight of pipe -6.233 kg) | Mtr | 1015.35 | 1015.35 | 12.0 | False | None | None | False | None | False | 12184.2 | 0 | | 3436995 | 121852 | None | item_code11 | 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. 6.50 HP - 155 LPM @ 84 m = 10 STG Outlet Dia - 2.00" | Each | 32312.7 | 32312.7 | 1.0 | False | None | None | False | None | False | 32312.7 | 0 | | 3436996 | 121852 | None | item_code12 | 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. 1x3x4 Sqm | Each | 141.75 | 141.75 | 80.0 | False | None | None | False | None | False | 11340.0 | 0 | | 3436997 | 121852 | None | item_code13 | Supply and delivery at site of brand new best make non-return valve as
per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm | Each | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | | 3436998 | 121852 | None | item_code14 | 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. 3 to 6 HP pumps | Each | 10027.5 | 10027.5 | 1.0 | False | None | None | False | None | False | 10027.5 | 0 | | 3436999 | 121852 | None | item_code15 | Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) 50 mm | Each | 3202.5 | 3202.5 | 12.0 | False | None | None | False | None | False | 38430.0 | 0 | | 3437000 | 121852 | None | item_code16 | Labour charges for Erection, Electrification and commissioning of Pump
sets, including aligning and balancing of all items including supply and
erection of two pair of supporting clamps, bore well caps, cable clips and
water tight gland cable protectors, bolts, nuts, valve and gauges,tools and
equipments etc., involved in the job as per specifications, with necessary
tests as per specifications, with testing of as per instructions of engineer
incharge of work. | Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 3437001 | 121852 | None | item_code17 | Labour charges for erection of indoor type panel board and meter board
units with all necessary materials and labour tools and equipments
including cement concrete for foundation/bed etc,complete as per
specification, with testing of as per instructions of engineer incharge
of work. | Job | 1417.5 | 1417.5 | 1.0 | False | None | None | False | None | False | 1417.5 | 0 | | 3437002 | 121852 | None | item_code18 | Labour charges for providing connection using insulated sheathed
steel wire cable as per IS 1554/ 1988 with latest amendments from
KPTCL pole to meter board unit, with all necessary materials ,tools and
equipments,as per specificationswith testing of as per instructions of
engineer incharge of work. 3 x 10 sqmm (suitable for over head mains) | Mtr | 173.25 | 173.25 | 30.0 | False | None | None | False | None | False | 5197.5 | 0 | | 3437003 | 121852 | None | item_code19 | Earth work excavation by manual means for drains, canals, waste weir, draft,
approach channels, key trenches, foundation of Buildings & bridges and such
simillar works in all kinds of soils, as per drawing and technical specifications,
including setting out, shoring, strutting, barricading, caution lights, removal
of stumps and other deleterious matter, excavated surface leveled and sides
neatly dressed disposing off the excavated stuff or sorting & stacking the
selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of
labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 2.78 | False | None | None | False | None | False | 706.398 | 0 | | 3437004 | 121852 | None | item_code20 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 0.8 | False | None | None | False | None | False | 4757.76 | 0 | | 3437005 | 121852 | None | item_code21 | Providing Random rubble masonry with hard stone in foundation and
plinth including levelling up with cement concrete 1:6:12 (1 cement : 6
coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth
level with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 1.28 | False | None | None | False | None | False | 7541.184 | 0 | | 3437006 | 121852 | None | item_code22 | Providing and constructing laterite size stone masonry including cost
and conveyance of all materials curing etc complete as per specification
I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for
saturated dry samples - For Basement in CM 5.6 | Cum | 6770.4 | 6770.4 | 1.54 | False | None | None | False | None | False | 10426.416 | 0 | | 3437007 | 121852 | None | item_code23 | Providing and laying in Cement Concrete for all Basement & surface level
works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery,
curing and all other appurtenances required to complete the work as per
technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 0.8 | False | None | None | False | None | False | 5311.32 | 0 | | 3437008 | 121852 | None | item_code24 | Providing Flush / Ruled/ Struck or weathered pointing Pointing on brick
work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand)
after raking joints to depth nicely lining, including cost of materials, labour,
curing as per specifications and as per directions of Engineer-in-charge. | Sqm | 180.6 | 180.6 | 3.6 | False | None | None | False | None | False | 650.16 | 0 | | 3437009 | 121852 | None | item_code25 | Supply and erection of 2.50 mtr height ready made latrins/pumphouse/water cirsterns incluiding conveying the same carefully to work spot, loading and unloading at both destinations with all lead and lift etc complete. | Each | 23372.0 | 23372.0 | 1.0 | False | None | None | False | None | False | 23372.0 | 0 | | 3437010 | 121852 | None | item_code26 | Erection and positioning of RCC Hume pipe pump house/Cistern
on size stone masory platform including transportation charges and
handling,finishing with all necessary tools ,plants and materials
etc.,complete as directed by the Engineer in charge of the work. | Job | 1976.1 | 1976.1 | 1.0 | False | None | None | False | None | False | 1976.1 | 0 | | 3437011 | 121852 | None | item_code27 | 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.:Heavy Duty GI pipe of 32mm dia | Mtr | 449.4 | 449.4 | 6.0 | False | None | None | False | None | False | 2696.4 | 0 | | 3437012 | 121852 | None | item_code28 | Supply and delivery at site GM (copper alloy) gate valves confirming to
Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet
inside screw, rising spring spindle integral seat screwed females ends
confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard
tested 1 HP with IS markFor 32 mm dia GM (Copper alloy) Gate valves | Each | 1404.9 | 1404.9 | 1.0 | False | None | None | False | None | False | 1404.9 | 0 | | 3437013 | 121852 | None | item_code29 | Steel Bib cock | Each | 186.44 | 186.44 | 4.0 | False | None | None | False | None | False | 745.76 | 0 | | 3437014 | 121852 | None | item_code30 | Earth work excavation for pipelines/cables by Manual means upto 600 mm
trench width, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, removal of stumps and
other deleterious matter, including dressing of excavated surfaces, disposing
off or leveling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m. Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and watering and lift
upto 1.5 m including cost of labour, tools, usage& other appurtenances required
to complete the work. Depth upto 1.50m | Cum | 493.5 | 493.5 | 25.31 | False | None | None | False | None | False | 12490.485 | 0 | | 3437015 | 121852 | None | item_code31 | Providing and installing at site of work P.V.C. pipes including cost of
pipes and specials and labour, including lowering into trenches, laying
true to line, level and perfect linking at joints leak proof including
jointing of approved type with all labour charges and all lift charges,
handling charges including encasing the pipe around to a depth not less
than 15 cms with gravel or selected earth available from the excavation
etc. complete.90mm(weight of pipe -1.313 kg)6 Kg/m2 | Mtr | 270.9 | 270.9 | 75.0 | False | None | None | False | None | False | 20317.5 | 0 | | 3437016 | 121852 | None | item_code32 | 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 | 128.1 | 128.1 | 20.25 | False | None | None | False | None | False | 2594.025 | 0 | | 3437017 | 121852 | None | item_code33 | 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: Medium Duty GI pipe of 100mm dia | Mtr | 1307.25 | 1307.25 | 40.0 | False | None | None | False | None | False | 52290.0 | 0 | | 3437018 | 121852 | None | item_code34 | Earth work excavation for pipelines/cables by Manual means upto 600 mm
trench width, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, removal of stumps and
other deleterious matter, including dressing of excavated surfaces, disposing
off or leveling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m. Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and watering and lift
upto 1.5 m including cost of labour, tools, usage& other appurtenances required
to complete the work. Depth upto 1.50m | Cum | 508.2 | 508.2 | 128.25 | False | None | None | False | None | False | 65176.65 | 0 | | 3437019 | 121852 | None | item_code35 | Providing and installing at site of work P.V.C. pipes including cost of
pipes and specials and labour, including lowering into trenches, laying
true to line, level and perfect linking at joints leak proof including
jointing of approved type with all labour charges and all lift charges,
handling charges including encasing the pipe around to a depth not less
than 15 cms with gravel or selected earth available from the excavation
etc. complete.90mm(weight of pipe -1.313 kg)6 Kg/m2 | Mtr | 270.9 | 270.9 | 420.0 | False | None | None | False | None | False | 113778.0 | 0 | | 3437020 | 121852 | None | item_code36 | 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 | 168.0 | 168.0 | 102.6 | False | None | None | False | None | False | 17236.8 | 0 | | 3437021 | 121852 | None | item_code37 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of
variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865
with the latest amendments and of grade GGG 40/50, shaft of stainless
steel, wedge fully rubber lined with EDPM seals of NBR and the valves
should be vacum tight and 100% leak proof with face to face dimensions
as per IS 14846-2000 with the latest amendments only. The stem sealing
should be with toroidal sealing rings (minimum 2 " O " rings). Body and
bonnet should be coated with Electrostatically applied Epoxy Powder
Coating with minimum coating thickness of 250 micron both inside and
outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts
& nuts and rubber insertions etc. but excluding earth work. For PN-10:
(Note: TP set should be considered only for DI pipes estimate. For MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from
the SR rates of valves and provision for corresponding dia MS flanges
should be made in the estimate.) etc. complete For Suilce Valve of PN -10.0 and 80mm | Each | 10912.65 | 10912.65 | 2.0 | False | None | None | False | None | False | 21825.3 | 0 | | 3437022 | 121852 | None | item_code38 | Cleaning of borewells including yield testing of borewell either using slow
or fast rigs for not more than 2 hours at the final depth with a minimum
working of 2 hours continuously with air compressor or suitable pump
as per specification, including the cost of transportation charges, crew
charges, cost of consumables etc. complete | Each | 19910.1 | 19910.1 | 2.0 | False | None | None | False | None | False | 39820.2 | 0 | | 3437023 | 121852 | None | item_code39 | Providing and installing at site of work P.V.C. pipes including cost of pipes
and specials and labour, including lowering into trenches, laying true
to line, level and perfect linking at joints leak proof including jointing
of approved type with all labour charges and all lift charges, handling
charges including encasing the pipe around to a depth not less than
15 cms with gravel or selected earth available from the excavation etc.
complete. 200mm6 Kg/m2(weight of pipe -6.233 kg) | Mtr | 1015.35 | 1015.35 | 12.0 | False | None | None | False | None | False | 12184.2 | 0 | | 3437024 | 121852 | None | item_code40 | 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. 6.50 HP - 155 LPM @ 84 m = 10 STG Outlet Dia - 2.00" | Each | 32312.7 | 32312.7 | 2.0 | False | None | None | False | None | False | 64625.4 | 0 | | 3437025 | 121852 | None | item_code41 | 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. 1x3x4 Sqm | Mtr | 141.75 | 141.75 | 160.0 | False | None | None | False | None | False | 22680.0 | 0 | | 3437026 | 121852 | None | item_code42 | Supply and delivery at site of brand new best make non-return valve as
per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm | Each | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | | 3437027 | 121852 | None | item_code43 | 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. 3 to 6 HP pumps | Each | 10027.5 | 10027.5 | 2.0 | False | None | None | False | None | False | 20055.0 | 0 | | 3437028 | 121852 | None | item_code44 | Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) 50 mm | Each | 3202.5 | 3202.5 | 20.0 | False | None | None | False | None | False | 64050.0 | 0 | | 3437029 | 121852 | None | item_code45 | Labour charges for Erection, Electrification and commissioning of Pump
sets, including aligning and balancing of all items including supply and
erection of two pair of supporting clamps, bore well caps, cable clips and
water tight gland cable protectors, bolts, nuts, valve and gauges,tools and
equipments etc., involved in the job as per specifications, with necessary
tests as per specifications, with testing of as per instructions of engineer
incharge of work. | Job | 6825.0 | 6825.0 | 2.0 | False | None | None | False | None | False | 13650.0 | 0 | | 3437030 | 121852 | None | item_code46 | Labour charges for erection of indoor type panel board and meter board
units with all necessary materials and labour tools and equipments
including cement concrete for foundation/bed etc,complete as per
specification, with testing of as per instructions of engineer incharge
of work. | Job | 1417.5 | 1417.5 | 2.0 | False | None | None | False | None | False | 2835.0 | 0 | | 3437031 | 121852 | None | item_code47 | Labour charges for providing connection using insulated sheathed
steel wire cable as per IS 1554/ 1988 with latest amendments from
KPTCL pole to meter board unit, with all necessary materials ,tools and
equipments,as per specificationswith testing of as per instructions of
engineer incharge of work. 3 x 10 sqmm (suitable for over head mains) | Mtr | 173.25 | 173.25 | 60.0 | False | None | None | False | None | False | 10395.0 | 0 | | 3437032 | 121852 | None | item_code48 | Earth work excavation for pipelines/cables by Manual means upto 600
mm trench width, as per drawing and technical specifications, including
setting out, shoring, strutting, barricading, caution lights, removal of
stumps and other deleterious matter, including dressing of excavated
surfaces, disposing off or leveling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m. Filling
available excavated earth (excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20cm in depth, consolidating
each deposited layer by ramming and watering and lift upto 1.5 m
including cost of labour, tools, usage& other appurtenances required
to complete the work.In all kinds of soils. Depth upto 1.50m | Cum | 493.5 | 493.5 | 13.5 | False | None | None | False | None | False | 6662.25 | 0 | | 3437033 | 121852 | None | item_code49 | Providing and installing at site of work P.V.C. pipes including cost of
pipes and specials and labour, including lowering into trenches, laying
true to line, level and perfect linking at joints leak proof including
jointing of approved type with all labour charges and all lift charges,
handling charges including encasing the pipe around to a depth not less
than 15 cms with gravel or selected earth available from the excavation
etc. complete.90mm(weight of pipe -1.313 kg)6 Kg/m2 | Mtr | 270.9 | 270.9 | 40.0 | False | None | None | False | None | False | 10836.0 | 0 | | 3437034 | 121852 | None | item_code50 | 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 | 128.1 | 128.1 | 10.8 | False | None | None | False | None | False | 1383.48 | 0 |
|