India Tourism Development Corporation Limited Tender
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India Tourism Development Corporation Limited - ITDC Tender
Eprocure
Opening Date26 Aug 2019
Closing Date5 Sep 2019
Tender Amount₹ 1,39,97,883
Costs
EMD
₹ 2,80,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Parking Rain Shelter And Other Development Work At Kunnumpara Temple And Mutt Kerala
Description
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Contact
Tender Id
2019_ITDC_30930_1Bid Award Id
ViewTender No
ITDC/Engg/Kerala/Kunnpara/2019Tender Authority
India Tourism Development Corporation Limited ViewPurchaser Address
-Website
http://http://itdc.co.in/
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Documents
Construction of Parking Rain Shelter and other Development work at Kunnumpara Temple and Mutt Kerala
Construction of Parking, Rain Shelter and other Development work at Kunnumpara Temple and Mutt, Kerala
BOQ Items
Coursed rubble masonry ( second sort) with hard stone in foundation & plinth with : cement motar 1:6 (1 cement : 6 coarse sand) i
90.1
-
-
Coursed rubble masonry with hard stone ( first or second sort) in superstructure above Plinth level and upto floor five level. Masonry work (first sort), in Cement mortar 1:6 (1 cement :6 coarse sand)
54.86
-
-
Extra for coursed rubble masonry with Hard stone (first or second sort) in:
7.94
-
-
pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand): raised and cut pointing.
239.11
-
-
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)
13.21
-
-
Steel 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.
4553.36
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
139.5
-
-
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
374.5
-
-
15 mm cement plaster on rough side of single or half brick wall of mix:
86.38
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
172.76
-
-
Centring and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
16.2
-
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor
blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of cantering, shuttering and finishing:
-
-
-
1:2:4 (1 cement :2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
4.97
-
-
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
1176
-
-
Providing and laying factory made chamfered edge Cement Concrete paver blocks in 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 in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. Complete all as per direction of Engineer-in-Charge.
60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
1176
-
-
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 5mm), 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 Engineerin- charge).
13.58
-
-
Supplying and stacking of good earth at site including royalty and carriage up to 5 km complete (earth measured in stacks will be reduced by 20% for payment).
594.18
-
-
Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment)
28.8
-
-
Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) :
28.8
-
-
Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately)
651.78
-
-
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.
86.4
-
-
Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately).
288
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
33.81
-
-
Neat Cement punning
288.12
-
-
Grading roof for water proofing treatment withCement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
20mm nominal size)
2.76
-
-
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia fournos
Longitudinal& 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of
Engineer-in-charge.
147
-
-
(B) RAIN SHELTER
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 upto 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.
202.5
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
81
-
-
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 (zone-III) : 8 graded stone aggregate 40 mm nominal size)
20.56
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
20.7
-
-
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling &
dressing & finishing the top smooth.
102
-
-
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)
27.95
-
-
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
237.6
-
-
15 mm cement plaster on rough side of single or half brick wall of mix:
108
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
595.6
-
-
Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).
13.5
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
13.5
-
-
Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or
equivalent.
250
-
-
Providing and fixing 18 mm thick gang saw cut, mirror polished, remoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab upto 0.50 sqm
148.5
-
-
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
250
-
-
Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal
size).
41.33
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
16.01
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
189.6
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
136.8
-
-
Suspended floors, roofs, landings, balconies and access platform
468.75
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
129.6
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
22980
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
88.53
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
7.38
-
-
Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete
(steel frame work to be paid separately).
330.63
-
-
Add using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of roof tiles and jointing with grey cement slurry @ 3.3 kg/sqm.
330.63
-
-
(C) DRINKING WATER FACILITIES
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 upto 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.
45
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
18
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of cantering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
4.57
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
21.84
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of cantering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
2.12
-
-
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth
52
-
-
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)
27.6
-
-
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
166
-
-
15 mm cement plaster on rough side of single or half brick wall of mix:
120
-
-
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work
120
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
120
-
-
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per
direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) Second class teak wood 35 mm thick shutters
10.5
-
-
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : Second class teak wood
10.5
-
-
Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 100x58x1.90mm
15
-
-
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 300 x 16 mm
5
-
-
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm
10
-
-
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 150x10 mm
5
-
-
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper
5
-
-
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
27.3
-
-
Supplying and stacking of good earth at site including royalty and carriage up to 5 km complete (earth measured in stacks will be reduced by 20% for payment).
2.35
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
2.35
-
-
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
45
-
-
Providing and fixing Ist 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 Engineerin- 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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
17.31
-
-
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
61.25
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
4.14
-
-
centring and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
15.2
-
-
Suspended floors, roofs, landings, balconies and access platform
151.25
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
3457.5
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall. 20 mm nominal outer dia Pipes
125
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20mm nominal bore
15
-
-
Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 20 mm nominal bore, weighing not less than 40 gms
10
-
-
Supply and installation of RO drinking water dispenser with 50 LPH RO and 60 HPT Tank of 50+/- 10 Litres per hour capacity compact Institutional RO System with Automatic Flushing, having TDS rejection ability of 90%, consists of 2 Nos booster pump (150 gpd each) and 4 Nos RO membrances (1812-75 GPD), all complete as per direction of Engineer-in-Charge. (Basic cost of RO drinking water dispenser is Rs. 2,25,000.00/ Each)
5
-
-
Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately).
151.25
-
-
Add for using 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) bedding in laying of tiles and jointing with grey cement slurry @ 3.3 kg/ sqm.
151.25
-
-
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia& length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood
0.73
-
-
Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate
20mm nominal size).
30
-
-
Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of cantering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal
size).
18.91
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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
5000
-
-
(D) OVER HEAD WATER TANK
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
6.06
-
-
15 mm cement plaster on rough side of single or half brick wall of mix:
174.65
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Suspended floors, roofs, landings, balconies and access platform
37.21
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
93.28
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
44.16
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
1290
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
2.54
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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.
10000
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall. 20 mm nominal outer dia Pipes
100
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20mm nominal bore
12
-
-
Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 20 mm nominal bore, weighing not less than 40 gms
8
-
-
E&M Work
Wiring for light point/ fan point/ exhaust fan point/ call bell
point with 1.5 sq.mm FRLS PVC insulated copper conductor
single core cable in surface / recessed PVC conduit, with
modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
-
-
-
Group A
5
-
-
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in existing surface/ recessed medium class PVC conduit as required.
-
-
-
2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
300
-
-
2 X 4 sq. mm + 1 X 4 sq. mm earth wire
250
-
-
Supplying and laying one number 4 X 10 sqmm copper armound PVC insulated and PVC sheated/XLPE power cable of 1.1 KV gradedirect in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
-
-
-
4 X 10 sqmm cable
60
-
-
Supplying and fixing of following sizes of medium class PVC
conduit along with accessories in surface/recess including
cutting the wall and making good the same in case of recessed
conduit as required.
-
-
-
25mm
100
-
-
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing andfixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.
5
-
-
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing andfixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 Amodular switch, connections etc. as required.
10
-
-
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
Double Pole- 32 A, 240/415 V, 10 KA, "C'' Curve
3
-
-
Single Pole- 16 A, 240/415 V, 10 KA, "C'' Curve
20
-
-
Supplying and fixing 5 A to 63 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
TPN- 32A, 240/415 V, 10 KA, "C'' Curve
1
-
-
Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar,din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)
-
-
-
12 way (4 + 36), Double door
1
-
-
SITC of 25 W LED Decorative Post Top Light fitting suitable for indirect light, IP 65 Protection and Resistant to impact and corrosion , Glare free uniform light and suitable for pole of dia 60 mm complete and as per approved make
50
-
-
SITC of 35 W LED Decorative Post Top Light fitting suitable for indirect light, IP 65 Protection and Resistant to impact and corrosion , Glare free uniform light and suitable for pole of dia 60 mm complete and as per approved make
2
-
-
SITC of 60 W environmental friendly long life LED Street Light made up of Pressure Die Cast Aluminium Housing with toughned glass and individual high power LEDs with secondary optic,IP 66 Protection and impact resistance of IK07 and as per approved make
8
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Supply and Fixing of 6 Meter 60 mm dia Pole with single Arm and Aesthetically designed decorative hot dipped galvanised mild steel pole with grey powder finish complete and as per approved make
8
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Civil work for Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling
etc. as required.
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Above 4.5 metre and upto 6.5 metre
8
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SITC of 18 Watt T5 LED Tube Light with complete fitting etc as require as site
6
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