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Contact
Tender Id
2018_LSGD_257862_1Tender No
12/2018-19Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
od298603/2017_2018
Providing and fixing uPVC pipes includings jointing of pipes with one step PVC solvent cement,
trenching, refilling & testing of Joints complete as per direction of engineer in charge.160 mm dia
6Kgf/cm2
650
-
10
od298606/2017_2018
Supplying, filling, spreading & leveling coarse sand of size range 3 mm to 6 mm in recharge pit, in
required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-incharge
119.56
-
10
od107198/2018_2019
Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate,
moorum screening, red bajri and labour required.
Bituminous portion
32.25
-
10
51.16.PC.1
Primer Coat - Bitumen Emulsion (SS-1)
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base
including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical
means as per Technical Specification Clause 502(low porosity).
322.5
-
10
od107345/2018_2019
Surface dressing on new surface with paving bitumen of grade VG - 10 of
approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone
chippings 13.2 mm nominal size per 100 sqm of road surface, including
consolidation with road roller of 6 to 8 tonne capacity etc. complete:
322.5
-
10
19.7.3.2
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 120x 90 cm and 90 cm deep including C.I. cover with frame ( heavy duty ) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg ( weight of cover 108 kg and weight of frame 100 kg)With Sewer bricks conforming to IS: 4885
35
-
10
19.8.2.2
Extra for depth for manholesSize 120x90 cmWith Sewer bricks conforming to IS: 4885
28
-
10
Equalization tank/collection sump
-
-
-
2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
366.6
-
100
2.26.1
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked
materials.All kinds of soil
415.8
-
100
4.1.6
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm
nominal size)
9.9
-
10
od298650/2017_2018
Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work, using Sulphate Resistant Cement(SRC) content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work
including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in -charge. Note:- Cement content considered in this item is @340 kg/cum.
Excess /less cement used as per design mix is payable/recoverable separately.
All work upto plinth level
77.79
-
10
5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in -charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as per design mix is payable/recoverable separately.All wiork upto plinth level
9.78
-
10
od298654/2017_2018
Epoxy coated Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in
position and binding all complete upto plinth level
Thermo - Mechanically Treated bars
10852.64
-
10
4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
528.97
-
10
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
14.94
-
10
5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
248.4
-
10
5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
4.4
-
100
5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
34.5
-
100
2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m
and lift up to 1.5 m.
86.23
-
10
22.23.1
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010 i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per specification and the direction of the engineerin-charge. The product performance shall carry guarantee for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm
117
-
10
22.23.2
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
36
-
10
13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
192.86
-
10
od298756/2017_2018
Supplying and fixing D.I. with out frame for manholes:
450x600 mm rectangular D.I cover ( heavy duty) the weight of the cover to be not less than 108 kg
2
-
10
od298769/2017_2018
Providing and fixing uPVC pipes includings jointing of pipes with one step uPVC solvent cement,
trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia
6Kgf/cm2
6
-
10
50.2.3.1
Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire
charges of pumpset, etc complete
72
-
10
2.16.3
Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete
(Measurements to be taken of the face area timbered).Depth exceeding 3 m but not exceeding 4.5 m
144
-
10
Recieving chamber and screen channel
-
-
-
2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
41.29
-
100
2.26.1
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked
materials.All kinds of soil
18.77
-
100
4.1.6
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm
nominal size)
1.5
-
10
od298650/2017_2018
Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work,
using Sulphate Resistant Cement(SRC) content as per approved design mix, manufactured in fully
automatic batching plant and transported to site of work in transit mixer for all leads, having continuous
agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work
including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering
finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to
accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per
direction of the Engineer - in -charge. Note:- Cement content considered in this item is @340 kg/cum.
Excess /less cement used as per design mix is payable/recoverable separately.
All work upto plinth level
12.55
-
10
od298654/2017_2018
Epoxy coated Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in
position and binding all complete upto plinth level
Thermo - Mechanically Treated bars
1255.1
-
10
4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
85.35
-
10
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
4.5
-
10
5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
92.16
-
10
2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m
and lift up to 1.5 m.
13.59
-
10
22.23.1
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm
57.08
-
100
22.23.2
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
5.5
-
100
13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
62.58
-
10
50.2.3.1
Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire
charges of pumpset, etc complete
72
-
10
2.16.2
Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete
(Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
55.5
-
10
Office and store room
-
-
-
2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
14.86
-
100
4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40
nominal size)
2.38
-
100
60.7.1
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality
blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials
labour charges etc. complete as per direction of Departmental officers at site
9.5
-
10
7.1.1
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) up to plinth
level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
4.83
-
10
50.6.7.2
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement
mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour
charges etc.
15
-
10
4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
0.68
-
10
5.3
Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings,
balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement :
1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
6.78
-
10
5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
690.82
-
10
14.12
Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab,
including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good
the chase with matching concrete, plastering and painting the exposed portion of the clamps complete.
2
-
10
5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
Lintel Outside long 2 6.600
10.72
-
100
5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
44.4
-
100
2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m
and lift up to 1.5 m.
10.62
-
10
13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
184.86
-
10
11.41.2
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer)
with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and
shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints
with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
23.06
-
10
11.39
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be
specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make in colours
White, Ivory, Grey, fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 Coarse sand),
including grouting the joints with white cement and matching pigments etc., complete.
3
-
10
11.36
Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be
specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green,
black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm
thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg
per sqm, including pointing in white cement mixed with pigment of matching shade complete.
13.02
-
10
10.6.1
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked
together through their entire length and jointed together at the end by end locks, mounted on specially
designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push
and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire
springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1
and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick
top cover
4.2
-
10
10.7
Providing and fixing ball bearing for rolling shutters.
1
-
10
21.1.1.1
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up
standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS :
733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the
gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc.
Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever
required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel
screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing,
paneling and dash fasteners to be paid for separately):For fixed portionAnodised aluminium (anodised
transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)
22.68
-
10
21.1.2.1
For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making
provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket
required (Fittings shall be paid for separately)Anodised aluminium ( anodised transparent or dyed to
required shade according to IS : 1868, Minimum anodic coating of grade AC 15)
29.6
-
100
21.3.2 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM
rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer -
in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50
mm thickness
4.77
-
100
9.48.2
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
84.15
-
10
9.117.1
Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall
dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame
to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The
hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1
mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's
specification and direction of Engineer-in-chargeExtruded section profile size 48x40 mm
10.4
-
10
9.118.3
Providing and fixing to existing door frames25 mm thick PVC flush door shutters made out of a one piece
Multi chamber extruded PVC section of the size of 762 mm x 25 mm or less as per requirement with and
average wall thickness of 1 mm ( ± 0.3 mm). PVC foam end cap of size 23x10 mm area provided on both
vertical edges to ensure the overall thickness of 25 mm. An M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should
be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with
an end -cap of the size 25 mm x 11 mm. Door shutter shall be reinforced with special polymeric
reinforcements as per manufacturer,s specification and direction of Engineer-in-charge to take up
necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at
appropriate places.
3.36
-
10
13.84.2
Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150
grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to
achieve even shade and colour.Two coats
4.77
-
10
13.43.1
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface:Water thinnable cement primer
243.81
-
10
13.82.2
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50
grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to
achieve even shade and colour.Two coats
243.81
-
10
19.33
Constructing soak pit 1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and
1.20 m long complete as per standard design.
1
-
10
17.2.1
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat
and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled
device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and
making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat
and lid
1
-
100
17.7.2
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste
of standard pattern, including painting of fittings and brackets, cutting and making good the walls
wherever require:White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass
pillar tap
1
-
100
18.9.2
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of
Engineer- in-Charge. External work20 mm nominal outer dia pipes
25
-
10
18.9.3
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of
Engineer- in-Charge. External work25 mm nominal outer dia pipes
25
-
10
18.9.4
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of
Engineer- in-Charge. External work32 mm nominal outer dia pipes
25
-
10
od298951/2017_2018
Providing and fixing uPVC pipes includings jointing of pipes with one step uPVC solvent cement,
trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia
6Kgf/cm2
50
-
10
od298953/2017_2018
Providing and fixing uPVC pipes includings jointing of pipes with one step PVC solvent cement,
trenching, refilling & testing of Joints complete as per direction of engineer in charge.160 mm dia
6Kgf/cm2
50
-
10
od298981/2017_2018
Providing and fixing uPVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This
included jointing of pipes with one step PVC solvent cement and testing of joints complete as per
direction of Engineer-in-Charge 63 mm dia 10Kgf/cm2 - External work- Exposed on wall
50
-
10
18.49.1 Providing and fixing C.P brass bib cock of approved quality conforming to IS: 8931.15 mm nominal bore
1
-
10
18.19.1.2
Providing and fixing gun metal non-return valve of approved quality (screwed end):25 mm nominal
boreVertical
1
-
10
18.58.2.1
Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular
lid150 mm nominal size square 100 mm diameter of the inner hinged round grating
1
-
10
17.32.4
Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with
plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular
shape 1500x450 mm
1
-
10
18.48
Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked,
with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow
pipes but without fittings and the base support for tank.
1000
-
10
13.16.1
6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
89.1
-
10
Security cabin
-
-
-
2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
4.98
-
100
4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40
nominal size)
0.76
-
100
7.1.1
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) up to plinth
level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
1585
-
10
50.6.7.2
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement
mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour
charges etc
4.8
-
10
5.3
Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings,
balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor
five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement :
1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
1.9
-
10
5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
195.24
-
10
14.12
Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab,
including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good
the chase with matching concrete, plastering and painting the exposed portion of the clamps complete.
1
-
10
5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
3.52
-
10
5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
15.79
-
10
2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m
and lift up to 1.5 m.
1.8
-
100
13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
65.09
-
100
11.41.2
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer)
with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and
shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints
with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
4.8
-
10
21.1.1.1
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up
standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS :
733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the
gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc.
Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever
required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel
screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing,
paneling and dash fasteners to be paid for separately):For fixed portionAnodised aluminium (anodised
transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)
10.13
-
10
21.1.2.1
For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making
provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Anodised aluminium ( anodised transparent or dyed to
required shade according to IS : 1868, Minimum anodic coating of grade AC 15)
14.63
-
10
21.3.2
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM
rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer -
in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50
mm thickness
2.25
-
10
9.48.2
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
39.53
-
10
13.84.2
Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150
grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to
achieve even shade and colour.Two coats
2.25
-
10
13.43.1
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface:Water thinnable cement primer
80.88
-
10
13.82.2
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50
grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to
achieve even shade and colour.Two coats
80.88
-
10
17.7.2
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste
of standard pattern, including painting of fittings and brackets, cutting and making good the walls
wherever require:White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass
pillar tap
1
-
100
18.9.2
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of
Engineer- in-Charge. External work20 mm nominal outer dia pipes
25
-
100
18.9.3
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of
Engineer- in-Charge. External work25 mm nominal outer dia pipes
25
-
10
18.9.4
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of
Engineer- in-Charge. External work32 mm nominal outer dia pipes
25
-
10
od299252/2017_2018
Providing and fixing uPVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This
included jointing of pipes with one step PVC solvent cement and testing of joints complete as per
direction of Engineer-in-Charge 63 mm dia 6Kgf/cm2 - External work- Exposed on wall
50
-
10
17.32.4
Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with
plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular
shape 1500x450 mm
1
-
10
10.2
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including
cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
33.6
-
10
13.16.1
6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
22.04
-
10
60.7.1
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality
blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials
labour charges etc. complete as per direction of Departmental officers at site
3.17
-
10
Compound wall
-
-
-
2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
92.19
-
100
4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40
nominal size)
12.84
-
100
od107024/2018_2019
Dry rubble masonry with hard stone in foundation and plinth including cost of all materials,labour charges
etc complete for foundation
56.49
-
10
7.1.1
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) up to plinth
level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
28.24
-
10
5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
0.98
-
10
5.37.2
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All work above plinth level upto floor V level
0.54
-
10
5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
152
-
10
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
3.2
-
10
5.9.6
Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers,
Abutments, Posts and Struts
9.6
-
10
50.6.7.2
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement
mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour
charges etc.
66.63
-
100
10.25.2
Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including
cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural
steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
768
-
100
13.84.2
Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150
grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to
achieve even shade and colour.Two coats
19.2
-
10
13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
613.14
-
10
13.48.1
Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per
manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including
one coat of special primer applied @ 0.75 ltr /10 sqm
613.14
-
10
Internal road and walkways
-
-
-
51.2.3
Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling
the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
30.8
-
100
16.63
Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 ( 1
cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick
ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing
the top smooth etc. complete and as per direction Engineer - in-Charge.
13.5
-
100
16.69
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in
position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse
sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not
to more than 5 mm), including making drainage opening wherever required complete etc. as per direction
of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C.
kerb stone shall be approved by Engineer-in-Charge)
2.7
-
10
16.59.1
Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mmthick aluminium sheet,
face to be fully covered with high intensity encapsulatedtype heat activated retro reflective sheeting
conforming to type - IV of ASTM-D4956-01 in blue and silver white or other colour combination including
subjectmatter, message (bi-lingual), symbols and borders etc. as per IRC: 67- 2001, pastedon substrate
by an adhesive backing which shall be activated by applying heatand pressure conforming to class-2 of
ASTM-D-4956-01 and fixing the same withsuitable sized aluminium alloy rivets @ 20 cm c/c to back
support frame of M.S.angle iron of size 25x25x3 mm along with theft resistant measures, mounted
andfixed with 2 Nos M.S. angles of size 35x35x5 mm to a vertical post made up to M.S.Tee section ISMT
50x50x6 mm welded with base plate of size 100x100x 5 mm at thebottom end and including making
holes in pipes, angles flats, providing & fixingM.S. message plate of required size, steel work to be
painted with two or morecoats of synthetic enamel paint of required shade and of approved brand
&manufacture over priming coat of zinc chromate yellow primer (vertical MS-Teesupport to be painted in
black and white colours). Backside of aluminium sheet tobe painted with two or more coats of epoxy paint
over and including appropriatepriming coat including all leads and lifts etc. complete as per drawing ,
specification and direction of Engineer-in-Charge.Mandatory / Regulatory sign boards of 900 mm
diametre with support length of 3750 mm
2
-
10
16.59.2
Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mmthick aluminium sheet,
face to be fully covered with high intensity encapsulatedtype heat activated retro reflective sheeting conforming to type - IV of ASTM-D4956-01 in blue and silver white or other colour combination including
subjectmatter, message (bi-lingual), symbols and borders etc. as per IRC: 67- 2001, pastedon substrate
by an adhesive backing which shall be activated by applying heatand pressure conforming to class-2 of
ASTM-D-4956-01 and fixing the same withsuitable sized aluminium alloy rivets @ 20 cm c/c to back
support frame of M.S.angle iron of size 25x25x3 mm along with theft resistant measures, mounted
andfixed with 2 Nos M.S. angles of size 35x35x5 mm to a vertical post made up to M.S.Tee section ISMT
50x50x6 mm welded with base plate of size 100x100x 5 mm at thebottom end and including making
holes in pipes, angles flats, providing & fixingM.S. message plate of required size, steel work to be
painted with two or morecoats of synthetic enamel paint of required shade and of approved brand
&manufacture over priming coat of zinc chromate yellow primer (vertical MS-Teesupport to be painted in
black and white colours). Backside of aluminium sheet tobe painted with two or more coats of epoxy paint
over and including appropriatepriming coat including all leads and lifts etc. complete as per drawing ,
specification and direction of Engineer-in-Charge.Cautionary / warning sign boards of equilateral
triangular shape having each side of 900 mm with support length of 3650 mm
2
-
10
2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
6.72
-
10
5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
2.72
-
10
5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
217.6
-
10
4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
18.5
-
10
5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
35.2
-
100
13.16.1 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
24
-
100
16.91.2
Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks,
lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table
vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of
sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding
layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver
blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction
of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and
pattern.
154
-
10
Landscaping
-
-
-
30.2.1
Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials
and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up
the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before
and after flooding trench with water (excluding cost of imported earth, sludge or manure).
240
-
100
30.2.2 Supplying and stacking of good earth at site including royalty and carriage upto 5 k.m. lead complete
(earth measured in stacks will be reduced by 20% for payment).
120
-
100
30.2.4.3
Screened through sieve of I.S. designation 4.75 mm
120
-
10
30.2.9
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-incharge
240
-
10
30.2.8
Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-incharge
(cost of sludge, dump manure and/ or good earth to be paid separately).
240
-
10
30.2.33
Providing and fixing Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground
prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the
surface with light roller make the surface smoothen and even, watering with sprinkler
400
-
10
30.2.14.4
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or
sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of
stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of
rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if
needed to be paid for separately) :Holes 45 cm dia, and 45 cm deep
70
-
10
30.2.16
Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x
6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S.
flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long
bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a
coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree
guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall
be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth
of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction
of Officer-in-charge.
5
-
10
od300549/2017_2018
Supply and stacking of Azadirachita indica (nnem) plant of height 120130cm in big polybag of size 25cm
as per direction of the officer-in-charge
10
-
10
od300626/2017_2018
Supply and stacking of Delonix (Gulmohar) plant of height 150-165cm in big polybag of size 25cm as per
direction of the officer-in-charge
10
-
100
od300627/2017_2018
Supply and stacking of Ficus benjamina (green) plant of height 120-130cm in big polybag of size 25cm as
per direction of the officer-in-charge
10
-
100
od300630/2017_2018
Supply and stacking of Plumeria acutifolia plant of height 120-130cm in big polybag of size 25cm as per
direction of the officer-in-charge
20
-
10
od300631/2017_2018
Supply and stacking of Lagerstroemia flosreginae plant of height 120-130cm in big polybag of size 25cm
as per direction of the officer-in-charge
20
-
10
30.2.57.1
Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unsaverieable material?s as
per direction of officer in charge (excluding cast of plant & water )Cost of plantation per trees plants (for
100 nos.=427.45/100)
70
-
10
Site clearing and levelling
-
-
-
23.7
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in
required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-incharge.
153
-
100
2.31
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up
to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50
m outside the periphery of the area cleared
1530
-
10
2.33.2
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and
branches, removing the roots and stacking of serviceable material and disposal of unserviceable
material.Beyound 60 cm girth up to and including 120 cm girth
4
-
10
Electrolytic reactor and filtration bay
-
-
-
5.37.2
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in -charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as per design mix is payable/recoverable separately.All work above plinth level upto floor V level
15.83
-
100
5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
2116.8
-
100
5.9.6
Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers,
Abutments, Posts and Struts
61.56
-
10
5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
34.53
-
10
5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
60.44
-
10
13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
226.49
-
10
13.52.2
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On
concrete work
226.49
-
10
Foundation platform
-
-
-
2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
903
-
100
2.26.1
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked
materials.All kinds of soil
273
-
100
4.1.6
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm
nominal size)
26.8
-
10
5.37.1 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
100.15
-
10
od298654/2017_2018
Epoxy coated Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in
position and binding all complete upto plinth level
Thermo - Mechanically Treated bars
10015.2
-
10
4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
681.03
-
10
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
30.38
-
10
22.23.2
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
167.89
-
10
13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
167.89
-
10
50.2.3.1
Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire
charges of pumpset, etc complete
72
-
100
2.16.1
Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete
(Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
164
-
100
Filterpress bay
-
-
-
2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
6.38
-
100
4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
1.59
-
100
od107024/2018_2019
Dry rubble masonry with hard stone in foundation and plinth including cost of all materials,labour charges
etc complete for foundation
4.1
-
10
7.1.1
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) up to plinth
level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
2.05
-
10
6.4.1
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure
above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:4 ( 1 cement : 4 coarse
sand)
1.88
-
10
10.1
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer all complete.
101.29
-
10
12.1.1
Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L
hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers
filled with white lead, including a coat of approved steel primer and two coats of approved paint on
overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the
cost of purlins, rafters and trusses and including cutting to size and shape wherever required.1.00 mm
thick with zinc coating not less than 275 gm/m2
18.24
-
10
MECHANICAL AND GLS ITEMS
-
-
-
E KID feed pump-Supply, Installation and erection, testing and comitioning of horizontal centrifugal, non - clog, semi open CI impeller monobloc pumps fitted with TEFC, IP 55, Class F insulated SQI motor, suitable for 3 phase, 50 Hz, 12 m3/hr, 15mwc, 2HP 415v AC power supply. Pump discharge common header to be fitted with pressure guage 0- 7 bar, 1.5” dial, SS Bourdon type glycerine filled guage. Pump to be fitted with DRY RUN TRIP with level switch.
2
-
100
E KID Reactor (STAGE 1 AND 2): Design, detailed engineering, manufacture, supply to site, installation and erection, testing, trial run and commissioning of complete reactor in FRP / MS-FRP with eaction zone size 1.20 m L x 0.5m W x 1.0m D and Froth compartment size 0.3m L x 0.5m W x 0.5m D and with product compartment size 0.3m L x 0.5m W x 1.0m D and overall reactor of size 1.80 m L x 0.5m W x 1.0m TD, complete with internal designs, including skimmer assembly with slow speed drivehead motor, 0.25 hp rated fitted with running rails, MS Epoxy stock pipe with FRP / Neoprene skimmer , including all interconnecting piping within the EKID system for two stages connectivity and including froth discharge piping, product transfer piping, drain valve with piping, as per manufacturer design standards - all complete - cost including material and labor, freight to site, loading and unloading, erection at site, testing and trial runs
3
-
100
DC Rectifier unit: Manufacture, supply, installation, erection, testing, trial run and commissioning of DC rectifier unit complete with transformer, rectifier, heat sink , axial cooling fans and all accessores as required, in MS powder coated panel with all internal circuit components, designed for incomer of 415v AC 50 Hz 3 phase input and to delivery 200 amps @ 12 v DC as outlet x 3 rectifiers in parallel and totally provide 600 amps at 12 v DC per reactor above
3
-
10
Aluminum electrodes: Aluminum electrodes, typically 450mm x 700mm size, 5 mm thickness including stake arm for bus bar connectivity, charges including cost of material, machining, labor, freight to site, erection into the reactor system - all complete
3
-
10
Bus Bar: Procurement, supply to site, erection of Bus bar in aluminum 6mm thick flat with connecting system for each electrode, including main bus bar header from panel - one for anode and one for cathode and one arm for each electrode - totally 40 arms and connecting systems with each electrode - all complete
3
-
10
structural support for EKID reactors, with chequered plate assembly walkway and rails, approach ladder all included
1
-
10
Procurement, supply to site and erection of sub wiring for each rectifier from panel and main header piping from EKID feed pump to EKID reactor and from all reactors to the settling system - LS
1
-
10
Aluminum electrodes (For four Years): Aluminum electrodes, typically 450mm x 700mm size, 5 mm thickness including stake arm for bus bar connectivity, charges including cost of material, machining, labor, freight to site, erection into the reactor system - all complete
760
-
10
Under Flow Pump- Supply, Installation and erection, testing and comitioning of of 1.0 m3/hr, 12 mwc horizontal centrifugal non clog semi open CI impeller monobloc pump with TEFC, IP 55 CL - F Squirrel Cage Induction Motor
2
-
10
Filter Press Feed Pump- Supply, Installation and erection, testing and comitioning of of filter press feed pumps – screw / reciprocating plunger of 1.0 m3/hr capacity with SS wetted parts and suitable for working at 5 bar operating pressure. Motor should be IP 55, Class F insulated TEFC, SQI motor Pump discharge common header to be fitted with pressure guage 0- 10 bar, 1.5” dial, SS Bourdon type glycerine filled gauge.
1
-
100
Filter Feed Pump- Supply, Installation and erection, testing and comitioning of of 12 m3/hr, 25 mwc horizontal centrifugal closed CI impeller clear water monobloc pump with TEFC, IP 55 CL - F Squirrel Cage Induction Motor
2
-
100
Sand Filter- Supply, Installation and erection, testing and comitioning of of Pressure Sand Filter - PE-FRP composite vessel construction. Filter to be of composite FRP construction with multiport valve for operations. Suitable stand / support should be provided along with the filter. Filtration rate should not be greater than 13 m3/hr / sq.mt of the filtration area. Dirt loading capacity to be sufficient to initiate backwash once in 8 hours i.e. once / shift. Filter to have inlet and outlet piping, inlet and outlet for backwash and air vent. Sand filter to be fitted with pressure guage at inlet and outlet – 0 – 7 bar, 1.5” dial, glycerine filled SS Bourdon guage. Sand filter main header is to be fitted with FLOW METER – turbine type / rotameter type with range up to minimum of 125% of the rated flow through the pipe line. Media to consist of graded pebble, coarse and fine sand. Depth of media to be as per recommendations provided in CPHEEO manual. 48” dia x 72” HOS model 4872 with multiport valve and distributors.
1
-
10
Carbon Filter- Supply, Installation and erection, testing and comitioning of Activated Carbon Filter - PE-FRP composite vessel construction. Filter to be of composite FRP construction with multiport valve for operations. Suitable stand / support should be provided along with the filter. Filtration rate should not be greater than 15 m3/hr / sq.mt of the filtration area. Filter to have inlet and outlet piping, inlet and outlet for backwash and air vent. Carbon filter to be fitted with pressure guage at outlet – 0 – 7 bar, 1.5” dial, glycerine filled SS Bourdon guage Media to consist of graded pebble, coarse, fine sand and activated carbon. Depth of media to be as per recommendations provided in CPHEEO manual. Activated carbon should have Chlorine Halving value not more than 10 cms and should have Iodine Number not less than 900. Preferred make of carbon is CALGON / JACOBI / NORIT only. 42” dia x 72” HOS model 4272 with multiport valve and distributors.
1
-
10
Alum Dosing System- Supply, installation, commitioning and testing of Alum dosing tank having capacity 100lit in LLDPE/ FRP/PP material and alum dosing electronic metering type pump of 0-6lph range with 2.0 bar working pressure
1
-
10
Hypo Dosing System - Supply, installation, commitioning and testing of Hypo dosing tank having capacity 100lit in LLDPE/ FRP/PP material and hypo dosing electronic metering type pump of 0-6lph range with 2.0 bar working pressure
2
-
10
Filter Press Aid Dosing System- Supply, installation, commitioning and testing of Filter Press Aid dosing tank having capacity 100lit in LLDPE/ FRP/PP material and Filter Press Aid dosing electronic metering type pump of 0-3 lph range with 3.0 bar working pressure
2
-
10
Filter back wash pumps- Supply & Installation of 35m3/hr, 25mwc horizontal centrifugal, closed CI impeller , clear water monobloc pumps fitted with TEFC, IP 55, Class F insulated SQI motor, suitable for 3 phase, 50 Hz, 415v AC power supply. Pump discharge common header to be fitted with pressure guage 0- 7 bar, 1.5” dial, SS Bourdon type glycerine filled guage. Pump to be fitted with DRY RUN TRIP with level switch. 35 m3/hr, 25 mwc horizontal centrifugal closed CI impeller clear water monobloc pump with TEFC, IP 55 CL - F Squirrel Cage Induction Motor
1
-
10
Filter Press- Supply, Installation and erection, testing and comitioning of filter press system. Filter Press will be manual, recessed type press with MS fabricated structure pipe button surface and MS flat parallel bar, with PP cloth. Each batch will be of 4 hours duration and 1 batches are expected in a day. Filter operations to be manual. Water with 1.5% w/v inlet solids is expected and the outlet cake consistency should not be more than 36.8% moisture. 4/5/6 chamber and 5/6/7 plates of size 355mm x 355mm and with active surface area not less than 0.78 m2 is to be provided. FRP drip tray with drain valve is also to be provided. Filter Press will have center inlet and four corner outlet.The Filter Press Unit will be mounted on a platform and all around drain system to be provided to prevent the filtrate water from contaminating the entire surroundings. 1000 lph filter press as per technical specifications with semi automatic operations.
2
-
10
Bar Screen- Supply, Installation and erection, testing and comitioning of manual bar screen, MS – epoxy frame to be fitted in bar screen chamber of width 500 mm, with MS flat bars each of size 50mm with 6 mm thickness and 20 mm c/c gap between bars. The frame to be mounted on the chamber and provided with MS rake arm with racks for removal of collected solids and trough to be provided for transfer of the collected solids. Trough to be of PP / HDPE / FRP with capacity of minimum 300 liters. Bar screen front to be fitted with SS perforated screen of opening about 50 mm. MS epoxy bar screen with perforated SS screen mesh in front, 20mm c/c in MS epoxy frame of size 500mm width x 1000mm ht and with rake arm in MS.
1
-
10
Solid Holding Tank 5000 Supply, Installation and erection, testing and comitioning of HDPE doublelayered tank. Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately.
2
-
100
High Pressure Jet Pump
Supply, installation, testing and commissioning portable type High Pressure jet pump with 2HP Motor, 80bar Pressure, 1450 rpm 220V 50Hz for cleaning the plant and machineries with 20m length flexible hose as per the specifications or as directed by the engineer in charge
5000
-
100
Dewatering Pump- Supply, Installation and erection, testing and comitioning of 15.0 m3/hr, 30 mwc horizontal centrifugal non clog semi open CI impeller monobloc pump with TEFC, IP 55 CL - F Squirrel Cage Induction Motor
1
-
10
Portable Hoist - 500kg
Supply, Installation and erection, testing and comitioning of Monkey type Hoist with capacity upto 500kg, with lifting height of 6m, 5HP Motor, 415V 50Hz as per the specifications or as directed by the engineer in charge
1
-
10
Aluminium Ladder
Supply, Installation of aluminium ladders for Security Cabin & Office Room
1
-
10
SS Diesel Holding Tank -Supply, Installation commitioning and testing of SS tank f 500lit capacity
500
-
10
Interconnecting Piping: One lot of all interconnecting piping and valves and fittings as per specifications provided
1
-
10
Instrumentation: Instrumentation items consisting of pressure guages, level switches, electro magnetic flow meters, normal flow meters, table top pH and turbidity meter
1
-
10
Filter feed tank- Supply & Installation of filter feed tanks in GLS. Each tank to be provided with inlet and outlet. Sizes are mentioned in the technical section. The dimension of tank is 3.5m dia and 3.65m height.
1
-
100
Treated water tank- Supply & Installation of treated water tanks in GLS. Each tank to be provided with inlet and outlet and drain connection. Sizes mentioned in the technical section. The dimension of tank is 4.0m dia and 3.65m height.
1
-
10
E KID Settler Tank 1- Supply & Installation of settling tanks in GLS . Each tank to be provided with inlet, outlet and drain connection. Each tank is to be provided with access from ground level and walkway bridge on the top. Each tank is to be provided with rungs from the top to access the inner bottom of the tank. Tank is to have conical bottom with drain connection, as per sizes mentioned in the technical section. The dimension of tank is 3.2m dia and 3.65m height.
1
-
10
E KID Settler Tank 2- Supply & Installation of settling tanks in GLS / GRP / FRP. Each tank to be provided with inlet, outlet and drain connection. Each tank is to be provided with access from ground level and walkway bridge on the top. Each tank is to be provided with rungs from the top to access the inner bottom of the tank. Tank is to have conical bottom with drain connection, as per sizes mentioned in the technical section. The dimension of tank is 2.4m dia and 3.65m height.
1
-
10
ELECTRICAL ITEMS
-
-
-
Supply and wiring points according to IS 732-1989 using rigid PVC ivory conduit of minimum size 20 mm conforming to IS 9537 part III 1983 and with suitable size specials conforming to IS 3419-1988, fixing the conduit using metal saddles spacing not exceeding 50 cm or concealed suitably and with 1.00 sq mm PVC insulated stranded single core FR copper conductor cable 650V grade,including providing switch board main ,and continuous earthing with 1.5sqmm green coloured FR wire , required qty of copper earth socket, brass bolt and nut crimping etc complete with suitable size modular type metal switch boxes, modular type front plates (white) etc. up to and including 6 A modular typeROHS compliant SP switches and making good the surface of wall, colour washing etc. complete. All the terminations in the switch boards and DB's shall be tinned and the wires shall be drawn and fixed along the periphery of the box using suitable ties, tie mounts etc as required:
Single control light point with 6A, 3 plate ceiling rose
20
-
100
Single control light point without ceiling rose
4
-
10
Single control ceiling fan point with 6 A, 3 plate ceiling rose & with socket size stepped electronic regulator.
3
-
100
Combined plug point with 6 A, 5 pin plug socket controlled by 6 A switch in the same switch board as that of light points.
3
-
100
Independent plug
4
-
100
Supply and fixing angle / straight brass lined skirt type, bakelite batten holder with 200 mm Alu.shade ,14w LED lamp and giving connection etc as required
4
-
10
Supply and fixing cast aluminium stove enameled bulk head fitting with deep drawn anodised aluminium body, epoxy powder coated, heat resistant prismatic glass cover suitable for 9 w LED to wall / ceiling including giving connections with required length of 16/0.20mm PVC/PVC 3 core flex wire including supply of LED(Dalal/Mepro/Havells/Bajaj)
2
-
10
Supply and installation of suitable size MS rod type fan clamp as per IS 732 as required.
3
-
100
Supply , conveyance, installation, testing and commissioning of ceiling fans of 1200mm sizes using standard accessories excluding resistance type regulator , wiring the down rod with 16/0.20mm PVC insulated and PVC sheathed 650/1100V grade 3 core round copper conductor flex wire or with extended original wiring etc. as required.
3
-
100
Charges for cutting holes suitable for accommodating exhaust fans of sizes up to 305 mm sweep including plastering, colour washing
etc. as required.
2
-
10
Supply, conveyance, installation, testing and commissioning of 305 mm heavy duty sizes of exhaust fans in the existing opening, fixing necessary bolt and nuts, making good the damages etc. as required including giving connections with required length of 24/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS.
2
-
10
Supply, conveyance, installation, testing and commissioning of pre-wired 18 W LED box light fittings and lamps . including supplying and fixing ball and socket arrangements on PVC round block, suspension down rod of 19mm dia MS conduit up to 2x30cm length including painting and wiring the down rod with 16/0.20mm 3 core round copper conductor flex wire conforming to relevant ISS or extending the original wiring and giving connections etc. a required.philips make
14
-
10
Supply, Conveyance, installation, testing and commissioning of surface mounting 70 W LED down light fittings ( IP 65) of all types directly on roof slab/ on wall including giving connections with required length of 16/0.20 mm 3 core round copper conductor flex wire conforming to relevant ISS or with the extended original wiring etc as required(Crompton-)
2
-
10
Supply, conveyance, installation, testing and commissioning of single piece integral luminaire suitable for GATE way installation with die-cast aluminium housing with top opening in powder coated finish with POT optics reflector, toughened glass cover (IP 65 protection) control gear and lamp holder suitable for 20 W LED lamps pre-wired up to the terminal block including supply and providing suitable lamps in 40mm dia. / nearest size B class GI pipe 75 cm long grouted in gate pillar and giving connections with the extended original wiring and giving connection etc. as required
2
-
10
Supply and installation of sheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper
/brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required: 8 way single phase double cover (IP 42/43) ( Out side Light)
1
-
10
6 way (8+18) - three phase double cover (IP 42/43) ( Plant Light)
1
-
10
6 way (8+18) - double cover TPN vertical DB with provision for fixing 4P MCB / Isolator/ RCCB/ RCBO as incomer and SP/ TP MCB as
outgoing (IP 42/43)
1
-
100
Supply and installation of the following accessories suitable for 50 Hz , AC supply conforming to IS 8828-1995/ IEC 60898 of the following current ratings in the existing enclosure and giving connections as required:
40 A double pole mini break isolator
1
-
100
40 A four pole mini break isolator
1
-
10
63 A four pole mini break isolator
1
-
10
40 A, 2 pole, 100 mA RCCB
1
-
10
40 A, 4 pole, 100 mA RCCB
1
-
10
63 A, 4 pole, 100 mA RCCB
1
-
10
6 A to 25 A, 10 kA, TP MCB (D curve)
2
-
10
40 A, 10 kA, TP MCB (C curve) ( (V DB)
4
-
10
6 A to 32 A, 10 kA, SP MCB (Ccurve) ( 5 Nos for Street Light)
12
-
10
6 A to 32 A, 10 kA, SP MCB (D curve)
12
-
10
Supply & Fixing the following types/ sizes of boxes suitable for modular accessories in surface/ recess including making good the damages, colour washing etc as required
3 module metal box in recess ( PP)
5
-
100
8 module metal box in recess
2
-
100
Supply & Fixing the following types/ sizes of front plates on the existing modular boxes.
3 module white/ off-white
5
-
10
8 module white/ off-white
2
-
10
Supply and Fixing the following modular switches & accessories in the existing front plates and giving necessary connections as
required:
6 A SP 1 way switch
4
-
10
6 A Universal socket
6
-
10
16 A SP 1 way switch
5
-
10
6 /16A Universal socket
5
-
10
Supply and fixing the following sizes of PVC Conduit conforming to IS 9537 / 1983 part III along with all required accessories on
surface including making good the damages etc as required: 20 mm dia medium gauge
155
-
10
25 mm dia medium gauge
220
-
100
32 mm dia medium gauge
40
-
100
Supplying and clamping the following sizes of corrugated PVC flexible conduit with necessary compression gland with locking ring and check nut at termination pointed using suitable size GI / painted MS saddles spacing not exceeding 60 cms on surface including making good the damages, colour washing etc. as required.
60
-
10
Supply and drawing 650/1100 V grade PVC insulated stranded single core copper conductor cables conforming to IS 694 part I 1990 in the existing surface / recess conduit as required including giving necessary connections of the following sizes:
2.50 sq mm 3 run
210
-
10
4.00 sq mm 2 run + 2.5 sq.mm 1 run
200
-
10
4.00 sq mm 3 run
240
-
10
6.00 sq mm 3 run
30
-
10
10.00 sq mm 4 run
25
-
10
Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing
etc. as required.: 3.5 core 50 sq mm with factory made clamp
45
-
10
4 core 25 sq mm with factory made clamp
45
-
10
4 core 16 sq mm with factory made clamp
25
-
100
4 core 10 sq mm with factory made clamp
20
-
10
3 core 6 sq mm with factory made clamp
62
-
100
3 core 4 sq mm with factory made clamp
34
-
100
Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).
3 core 4 sq mm
250
-
10
3 core 6 sq mm
379
-
10
3.5 core 50 sq mm
20
-
10
Supply & providing control copper cable armoured 2.5mm2x8 run in position
30
-
100
Supplying siemens / tropodur type nickel plated compression brass cable gland for PVC insulated and PVC sheathed armoured aluminium/ copper conductor cable 1.1 KV grade, and making end termination suitable for 2/ 3/ 3½/ 4 core cable including S&F Alu.
socket & earth clip as required:
50 sq mm
6
-
10
25 sq mm
4
-
10
16 sq mm
2
-
10
10 sq mm
2
-
100
6 sq mm
12
-
100
4 sq mm
12
-
10
Supply and providing plate earthing as per IS 3043 with 600x600x6.30 mm GI/CI earth plate , 20 mm GI watering pipe fixed to the earth plate with 20 x 3 mm GI clamps, GI funnel with weld mesh, filling required quantity of charcoal including construction of inspection chamber with a bed concrete of 1:4:8 PCC using 40 mm broken stone (10 cm thick), brick work in cement mortar 1:6, plastering the surface of brick masonry and the exposed surface of PCC bed with cement mortar 1:4, 12 mm thick, (the finished inside dimension shall be 300 x 300 x 300 mm) but excluding test joint, earth continuity conductor to the plate, and covering at the
top. (in ordinary soil)
5
-
100
Supply and providing t300x300x6 mm sizes of cast iron gully trap with covering at the top of the inspection chamber of earth pit as
required
5
-
10
Supply and providing test joint for the earthing system using 2 Nos of the following sizes of strips including cutting and
bending to shape, drilling necessary holes and fixed to the watering pipe etc as required:
25 x 3 mm copper strip tinned at the points of contacts
1.5
-
10
Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required: 2.00 mm copper conductor (14 SWG)
20
-
10
2.65 mm copper conductor (12 SWG)
60
-
10
3.15 mm copper conductor (10 SWG)
140
-
10
6.00 mm copper conductor (4 SWG)
200
-
10
Supply and laying bare earthing conductors of No. 10 swg sizes laid 0.6 m below ground level including excavating trench of suitable
size and refilling etc. as required (in ordinary soil).
35
-
10
Supply and laying bare earthing conductors of No. 10 swg sizes laid 0.6 m below ground level including excavating trench of
suitable size and refilling etc. as required (in ordinary soil).
22
-
10
6.00 mm bare copper conductor (4 SWG)
60
-
10
4.00 mm GI conductor (8 SWG)
500
-
100
supply of superior quality copper earth socket for the following sizes of earth conductor including crimping etc. as required.
2.00 mm (14 SWG)
60
-
100
2.65 mm (12 SWG)
40
-
10
3.15 mm (10 SWG)
70
-
10
Supply and providing the following sizes of bolt and nut with washers on the existing MS box / earth bus etc. as required including
drilling necessary holes as required
25 x 3mm brass bolt & nut
70
-
10
25 x 6 mm brass bolt & nut
40
-
10
Supply and clamping the following sizes of strips on surface of wall/ parapet/ existing cable tray using clamps fabricated from 20x3mm GI flat duly painted or heavy duty GI spacer saddles, spacing of clamps not exceeding 1m,
making good the damages, colour washing etc. as required (for horizontal run ): 25 x 3 mm GI strip
60
-
10
Supply and laying strips of the following sizes along with wiring/ cables and giving connection as required:
25 x 3 mm copper strip tinned at the points of contacts
1
-
10
Supplying , threading , laying and jointing of 25 mm sizes of 'B' class GI pipe with all required accessories in ground in the existing
trench as protective covering to earth leads.
10
-
10
40 mm dia
15
-
10
MAIN PANEL BOARD
Fabrication of fully partitioned, dust and vermin proof enclosure for panel assembly as per form 4 of IS 8623 (with latest amendments) using 1.60 mm CRCA sheet as per approved design and requirement, with front and rear access facility, bus bar chambers, hinged doors for all switch gear compartments, earthing the doors using 4 sq mm braided copper conductor, providing necessary cut-outs for mounting meters, relays, indication lamps, bus bar interconnection etc, detachable covers for bus bar chamber and cable alley, powder coating the assembly after subjecting to 7 tank process etc as required. CRCA sheet alone be used for the fabrication. Angles/ flats/ slotted angles etc shall not be used for the fabrication of panel assembly. The measurments should be taken the area of the complete sheets used for panel board including partitions, folding, shrouding etc. including control wiring
8
-
100
Supply and providing 3mm thick size of SMC sheets in the panel as barriers & shrouding using required bolts and nuts including
cutting to shape etc., as required.
0.2
-
100
Supply and fixing ' A " section types of beeding along the periphery of doors/ other detachable compartments to make the panel
assembly dust & vermin proof including sticking with glue
12
-
10
Fabrication, supply, conveyance and installation of base frame for floor mounting type panel board using channel of class designation ISMC 75 including cutting, welding, drilling holes, painting with two coats of synthetic enamel paint over a coat of zinc chromate primer, bolting the frame to the panel and to the finished floor using required bolt and nuts, making good the damages etc. as
required.
3
-
10
Fabrication, supply & fixing main bus bar system and interconnections with electrolytic grade copper strips/ rigid conductors conforming to IS 1867 (with latest amendments) for bus bar arrangement with single strip per phase supported on finger type bus bar supports of adequate size, spacing between supports not exceeding 50 cm & overhang not exceeding 5 cm including bending to shape, drilling holes, tinning the points of contacts, fixing heat shrinkable PVC sleeves, plated bolts and nuts with plate washers and spring washers, copper sockets for round conductors, etc., as
required.
800
-
10
Fabrication, supply & fixing earth bus system with coppe r strip/ conductor and connecting all accessories as per rule including g
tinning the points of contacts etc as required
250
-
10
Supply, conveyance and fixing the following types & current rated control gears & switchgears conforming to IS 13947 suitable for
440 V, 50 Hz, AC supply in the existing panel assembly as required
125A, 25 kA (Ics=100%Icu), 4 pole, current limiting type MCCB having thermal setting range of 80 - 100% with thermal magnetic
release having adjustable OL
1
-
10
80A, 25/35 kA (Ics=100%Icu), 3 pole, current limiting type MCCB having thermal setting range of 80 - 100% with
thermal magnetic release having adjustable OL
4
-
10
Rotary drive kit (including BUC handle with door inter lock defeat & pad lock facility for MCCB of rating up to 160 A
5
-
10
Spreader/ terminal adapter kit Extended terminal for 4 pole MCCB of rating up to 160 A (8 Pcs)
5
-
100
Three phase multifunction meters to read V, A and F, accuracy class 0.5
1
-
100
LED indicators for all voltage ranges - Blue Colour
2
-
100
LED indicators for all voltage ranges - Red, Green, Black, Yellow or Orange Colour
1
-
10
Aluminium anodised Danger Notice Board of size 150 x 100 mm. with inscriptions ( both in English and Malayalam) and conventional
Skull and Bone in Red colour.
1
-
10
20 A fuse holder for BS type blade fuses.
3
-
10
2 A-16A clip-on offset tag fuse link of size f1
3
-
10
Aluminium anodised legend plate of size 100 x 40 mm. with inscription of BUS BAR CHAMBER .
1
-
10
Aluminium anodised legend plate of size 100 x 40 mm. with inscription of CABLE ALLEY.
2
-
10
Aluminium anodised legend plate of size 40 x 20 mm. with inscription of EARTH.
2
-
10
Carrying out control wiring for panel with normal meters and indication lamps alone with 650/1100 V grade PVC insulated stranded single core copper conductor cables conforming to IS 694 part I 1990 for interconnecting the control devices/ equipments including providing suitable size insulated sockets at the termination points or soldered properly, providing numbering ferrules for the proper identification of the wiring, keeping the wiring firm by suitable tie/ tie mounts/ PVC duct etc as required.
1.50 sq mm single run with required sockets.
30
-
10
Sub Panel - 1
Fabrication of fully partitioned, dust and vermin proof enclosure for panel assembly as per form 4 of IS 8623 (with latest amendments) using 1.60 mm CRCA sheet as per approved design and requirement, with front and rear access facility, bus bar chambers, hinged doors for all switch gear compartments, earthing the doors using 4 sq mm braided copper conductor, providing necessary cut-outs for mounting meters, relays, indication lamps, bus bar interconnection etc, detachable covers for bus bar chamber and cable alley, powder coating the assembly after subjecting to 7 tank process etc as required. CRCA sheet alone be used for the fabrication. Angles/ flats/ slotted angles etc shall not be used for the fabrication of panel assembly. The measurments should be taken the area of the complete sheets used for panel board including partitions, folding, shrouding etc. including control wiring
10
-
100
Supply and providing 3mm thick size of SMC sheets in the panel as barriers & shrouding using required bolts and nuts including
cutting to shape etc., as required.
0.3
-
100
Supply and fixing ' A " section types of beeding along the periphery of doors/ other detachable compartments to make the panel
assembly dust & vermin proof including sticking with glue
20
-
10
Fabrication, supply, conveyance and installation of base frame for floor mounting type panel board using channel of class designation ISMC 75 including cutting, welding, drilling holes, painting with two coats of synthetic enamel paint over a coat of zinc chromate primer, bolting the frame to the panel and to the finished floor using required bolt and nuts, making good the damages
etc. as required.
3
-
10
Fabrication, supply & fixing main bus bar system and interconnections with electrolytic grade copper strips/ rigid conductors conforming to IS 1867 (with latest amendments) for bus bar arrangement with single strip per phase supported on finger type bus bar supports of adequate size, spacing between supports not exceeding 50 cm & overhang not exceeding 5 cm including bending to shape, drilling holes, tinning the points of contacts, fixing heat shrinkable PVC sleeves, plated bolts and nuts with plate washers and spring washers, copper sockets for round conductors, etc., as
required.
700
-
10
Fabrication, supply & fixing earth bus system with coppe r strip/ conductor and connecting all accessories as per rule including g
tinning the points of contacts etc as required
Supply, conveyance and fixing the following types & current rated control gears & switchgears conforming to IS 13947 suitable for
440 V, 50 Hz, AC supply in the existing panel assembly as required
330
-
10
80A, 25/35 kA (Ics=100%Icu), 3 pole, current limiting type MCCB having thermal setting range of 80 - 100% with
thermal magnetic release having adjustable OL
1
-
100
3 phase, 415 Volts, DOL starter with all connected accessories and single phase preventer
7
-
10
1 phase, 240 Volts, DOL starter with all accessories
3
-
10
6 A to 25 A, 10 kA, TP MCB (D curve)
10
-
100
Rotary drive kit (including BUC handle with door inter lock defeat & pad lock facility for MCCB of rating up to 160 A
1
-
100
Spreader/ terminal adapter kit Extended terminal for 4 pole MCCB of rating up to 160 A (8 Pcs)
1
-
100
Three phase multifunction meters to read V, A and F, accuracy class 0.5
1
-
10
LED indicators for all voltage ranges - Blue Colour
2
-
10
LED indicators for all voltage ranges - Red, Green, Black, Yellow or Orange Colour
1
-
100
Aluminium anodised Danger Notice Board of size 150 x 100 mm. with inscriptions ( both in English and Malayalam) and
conventional Skull and Bone in Red colour.
1
-
100
20 A fuse holder for BS type blade fuses.
3
-
10
2 A-16A clip-on offset tag fuse link of size f1
3
-
10
Aluminium anodised legend plate of size 100 x 40 mm. with inscription of BUS BAR CHAMBER
1
-
10
Aluminium anodised legend plate of size 100 x 40 mm. with inscription of CABLE ALLEY.
2
-
10
Aluminium anodised legend plate of size 40 x 20 mm. with inscription of EARTH.
2
-
10
Carrying out control wiring for panel with normal meters and indication lamps alone with 650/1100 V grade PVC insulated stranded single core copper conductor cables conforming to IS 694 part I 1990 for interconnecting the control devices/ equipments including providing suitable size insulated sockets at the termination points or soldered properly, providing numbering ferrules for the proper identification of the wiring, keeping the wiring firm by suitable tie/ tie mounts/ PVC duct etc as required.
1.50 sq mm single run with required sockets.
15
-
10
Sub Panel - 2 Fabrication of fully partitioned, dust and vermin proof enclosure for panel assembly as per form 4 of IS 8623 (with latest amendments) using 1.60 mm CRCA sheet as per approved design and requirement, with front and rear access facility, bus bar chambers, hinged doors for all switch gear compartments, earthing the doors using 4 sq mm braided copper conductor, providing necessary cut-outs for mounting meters, relays, indication lamps, bus bar interconnection etc, detachable covers for bus bar chamber and cable alley, powder coating the assembly after subjecting to 7 tank process etc as required. CRCA sheet alone be used for the fabrication. Angles/ flats/ slotted angles etc shall not be used for the fabrication of panel assembly. The measurments should be taken the area of the complete sheets used for panel board including partitions, folding, shrouding etc. including control wiring
10
-
10
Supply and providing 3mm thick size of SMC sheets in the panel as barriers & shrouding using required bolts and nuts including
cutting to shape etc., as required.
0.3
-
100
Supply and fixing ' A " section types of beeding along the periphery of doors/ other detachable compartments to make the panel
assembly dust & vermin proof including sticking with glue
20
-
100
Fabrication, supply, conveyance and installation of base frame for floor mounting type panel board using channel of class designation ISMC 75 including cutting, welding, drilling holes, painting with two coats of synthetic enamel paint over a coat of zinc chromate primer, bolting the frame to the panel and to the finished floor using required bolt and nuts, making good the damages
etc. as required.
3
-
10
Fabrication, supply & fixing main bus bar system and interconnections with electrolytic grade copper strips/ rigid conductors conforming to IS 1867 (with latest amendments) for bus bar arrangement with single strip per phase supported on finger type bus bar supports of adequate size, spacing between supports not exceeding 50 cm & overhang not exceeding 5 cm including bending to shape, drilling holes, tinning the points of contacts, fixing heat shrinkable PVC sleeves, plated bolts and nuts with plate washers and spring washers, copper sockets for round conductors, etc., as
required.
700
-
10
Fabrication, supply & fixing earth bus system with coppe r strip/ conductor and connecting all accessories as per rule including g
tinning the points of contacts etc as required
330
-
10
Supply, conveyance and fixing the following types & current rated control gears & switchgears conforming to IS 13947 suitable for
440 V, 50 Hz, AC supply in the existing panel assembly as required
80 A, 25/35 kA (Ics=100%Icu), 3 pole, current limiting type MCCB having thermal setting range of 80 - 100% with thermal magnetic
release having adjustable OL
1
-
10
3 phase, 415 Volts, DOL starter with all connected accessories and single phase preventer
7
-
10
1 phase, 240 Volts, DOL starter with all accessories
3
-
10
6 A to 25 A, 10 kA, TP MCB (D curve)
10
-
10
Rotary drive kit (including BUC handle with door inter lock defeat & pad lock facility for MCCB of rating up to 160 A
1
-
100
Spreader/ terminal adapter kit Extended terminal for 4 pole MCCB of rating up to 160 A (8 Pcs)
1
-
100
Three phase multifunction meters to read V, A and F, accuracy class 0.5
1
-
10
LED indicators for all voltage ranges - Blue Colour
2
-
10
LED indicators for all voltage ranges - Red, Green, Black, Yellow or Orange Colour
1
-
10
Aluminium anodised Danger Notice Board of size 150 x 100 mm. with inscriptions ( both in English and Malayalam) and
conventional Skull and Bone in Red colour.
1
-
10
20 A fuse holder for BS type blade fuses.
3
-
10
2 A-16A clip-on offset tag fuse link of size f1
3
-
10
Aluminium anodised legend plate of size 100 x 40 mm. with inscription of BUS BAR CHAMBER .
1
-
10
Aluminium anodised legend plate of size 100 x 40 mm. with inscription of CABLE ALLEY.
2
-
100
Aluminium anodised legend plate of size 40 x 20 mm. with inscription of EARTH.
2
-
100
Carrying out control wiring for panel with normal meters and indication lamps alone with 650/1100 V grade PVC insulated stranded single core copper conductor cables conforming to IS 694 part I 1990 for interconnecting the control devices/ equipments including providing suitable size insulated sockets at the termination points or soldered properly, providing numbering ferrules for the proper identification of the wiring, keeping the wiring firm by suitable tie/ tie mounts/ PVC duct etc as required.
1.50 sq mm single run with required sockets.
15
-
100
Fabrication, supply & installation of dust and vermin proof, wall mounting, Sintex make meter box of 600x600x 214 mm size suitable for fixing KSEB meter,fuse units, CT etc, hinged door construction for the front side with compartments if necessary, providing vision panel for the meter compartment, knock out for cable entry and exit.
3
-
10
100 A, 415 V, DIN type fuse base.
3
-
10
100 A, 415 V, 2 way neutral link mounted on DMC/ SMC base.
6
-
10
80 A, 230 V, DIN type fuse
3
-
10
1 KVAr, 3 phase, 440 V, delta connected Metalised Poly Propylene Capacitor suitable for direct connection to motors
4
-
10
2 KVAr, 3 phase, 440 V, delta connected Metalised Poly Propylene Capacitor suitable for direct connection to motors
3
-
10
3 KVAr, 3 phase, 440 V, delta connected Metalised Poly Propylene Capacitor suitable for direct connection to motors.
4
-
10
4 KVAr, 3 phase, 440 V, delta connected Metalised Poly Propylene Capacitor suitable for direct connection to motors
5
-
10
Supply, conveyance, installation, testing and commissioning of Hot dipped Galvanised ( internally and externally) seamless,Octagonal pole of overall height 8 Mts with double arm breaket of 1.5mts length 48mm dia x 3.25mm thick with standard arm cap. The top dia 70 mm, bottom dia 155mm having sheet thickness 3mm. The pole shall be with base plate of 225x225x16mmand4nosrequiredsizeoffoundationbolt.Thepoleshallbemountedonsuitablesizeoundation(designtobegot approved) with 4A SP 'c' curve MCB, loop in loop out terminals block, required dia GI/ PVC pipe shall be provided in the foundation fortakingcablein&outfromthepole,3Core1.5sqmmunarmouredPVCinsulatedroundcoppercablefromloopinloopoutto
light fixture etc with all required accessories. The cost of the civil foundation is not considered in this item.
10
-
10
Supply, conveyance, installation, testing and commissioning of 120 Watts single piece LED Flood light fittings suitable for roadway installation with pressure die-cast aluminium housing with corrosion resistance powder coating using Nano technology, natural cooling system,, Poly Carbonated UV treated diffuser for higher impact strength and optimum light trasmision, High efficient driver with short circuit, over voltage, over courent and thermal protection, Surge ptotection up to 5 KV, PF 0.95, IP 65 protection, Horizontal Pole Mounting type fittings with all connected accessories fixing on the existing arm and giving connections with 1.5 sq. mm 3 core PVC insulated and PVC sheathed copper conductor fles wire etc. as required The LED fittings shall be guaranted for 5 years from the date of commissioning from any defects in manufactring. Any of the spares / components which are found to be defective during this period shall be replaced immediately at free of cost. (Make: Philips/ Crompton/ LT): Earth work excavation in hard soil and depositing with a lead up to 50 m and lift up to 1.50 m including neat banking
8
-
10
Plain cement concrete 1:4:8 using 40mm ( Normal size ) broken stone. ( m3 )
3.5
-
10
Cement concrete 1:2:4 using 20mm (nominal size) broken stone for reinforced concrete work (also for earth cover)
5
-
10
Earth work excavation in hard soil and depositing with a lead up to 50 m and lift up to 1.50 m including neat banking
6
-
100
Plain cement concrete 1:4:8 using 40mm ( Normal size ) broken stone. ( m3 )
100
-
100
Cement concrete 1:2:4 using 20mm (nominal size) broken stone for reinforced concrete work (also for earth cover)
12
-
10
Plastering with cement mortar 1:4, 12mm thick one coat.
12
-
10
Reinforcement for R.C.C works , bend tied and placed in position (plain grill requiring bend cold) using tor steel (also for earth cover)
10
-
10
Form work for reinforced cement concrete in slabs including wooden planks, joists, bamboo posts and labour for taking
down after completion of work (Hire and labour charges only)
12
-
100
Supply and clamping the following sizes of PVC pipe on wall with all required accessories including cutting and making good the
walls, colour washing etc. as required as protective covering to cables.
40 / 32 mm or nearest size
7
-
10
50 / 38 mm or nearest size
160
-
10
77 / 63 mm or nearest size
1
-
10
Fabrication, supply & installation of dust and vermin proof, wall mounting, Sintex box 200x 150x100 mm/ nearest size with hinged
door suitable for fixing SPMCB & connector knock out for cable entry and exit.
1
-
100
Supplying and installation including all manner of supports/ suspenders, anchor bolts etc for metering cubicle made out of suitable size , slotted angles, flats, MS plates etc as required including painting with 2 coats of synthetic enamel paint over a coat of zinc chromate primer, making good the damages, colour washing etc as required.
12
-
10
Supply,Installation,testingandcommissioningofsilenttypeDeselGeneratingsetalongwithhavingprimepowerratingof62.5KVA, 415Vat1500RPM,0.8PFat415V suitablefor50Hz,3Phasesystemandconsistingthefollowings: (1) DieselEngine
: Diesel engine 4 stroke water cooled, electric start, of suitable BHP at 1500 RPM suitable for above out put of the alternator at 40 degree C. 50% BH & at 1000 meter MSL and conforming to BS 5514 BS 649 , IS 10000, capable for taking 10 % over load for one hour after 12 hours of continous operation. (ii) Alternator: Synchronous alternator rated 62.5KVA , 415 V at 1500 RPM. The alternator having SPDP enclosure, brushless, continuous duty, self- excited and self - regulated through AVR conforming to IS 4722/ BS 2613 suitable for tropical conditions and with class- F/H insulation. (iii) Starting system: 12 V/ 24 V DC starting system comprising of stater motors: voltage regulator and arrengement for initial excitation complete with suitable Nos. of batteries ( 25 Plates, 180 Amp, hour capacity.) Control Panel :-Consistinf Voltmeter, Ammeter, Hz Meter, KWH Meter, Indication Lamp with set
ON and load ON, Suitable rating MCCB etc as required. KOEL GREEN /equivalent make
6
-
100
Suppy & prividing AMF panel made out of 1.63 mm GI sheet ,suitable for 62.5 KVA DG set with 100A,3p MCCB,100A 4p,power contactor etc.as per direction at site.
2
-
100
Supply and providing 5 Kg. Dry Chemical Powder type Fire Extinguisher with hose and clamps including fixing it to wall as required.
3
-
10
Supply and providing 9 Litre capacity GI Fire Bucket painted in post office red with primer coat of red oxide and written with white
paint 'FIRE' mounted on MS angle frame work/ wall bracket filled with fine sand, painting the bracket/ floor stand including making good the damages, colour washing etc. as required.
130
-
10
Painting letters or figures of the following sizes with enamel paint as identification mark to SB, DB, panel board etc as required
1
-
100
Charges preparing connected load sketch, preparing application for obtaining KSEB service connection etc.
1
-
100
Fee for remitting Electrical inspector for initial & final approval for energization certificate actual amount reimbursed producing
documents.
1
-
10
Amount to be deposited with KSEB for availing service connection (actual amount will be reimbursed on production of original
documents)
1
-
10
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