Kumaon Mandal Vikas Nigam Limited Tender
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Kumaon Mandal Vikas Nigam Limited - KMVN Tender
Civil And Construction
Building Construction
Eprocure
Opening Date26 Feb 2024
Closing Date4 Mar 2024
Tender Amount₹ 88,50,000
Costs
EMD
₹ 1,77,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KMVN_70415_1Bid Award Id
ViewTender No
KMVN/4799-4800/23.02.2024Tender Authority
Kumaon Mandal Vikas Nigam Limited ViewPurchaser Address
-Website
http://http://kmvn.in/
GEM & Bid Advisory Services
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Documents
Scan copy of DD, EMD and all required technical documents mentioned in tender document
BOQ Items
Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete. 2.27
DSR 2018
22.17
60298
2720.45
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 mmnominal size) 4.1.8 DSR 2018
16.84
135837
8064.47
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 7.6.1 DSR 2018
6.45
65674
10185.26
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) ] 5.1.2 DSR 2018
22.21
238821
10750.93
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) 5.2.2 DSR 2018
21.1
273535
12962.54
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). 5.3
DSR 2018
10.15
138096
13600.22
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 of grade Fe-500D or more 5.22.6
DSR 2018
6296.07
732296
116.31
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases for columns 5.9.1
93.15
36959
396.77
Columns, piers, abutments, pillars, posts and struts 5.9.6
95.04
97129
1021.99
Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.9.5
226.69
174317
768.96
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 1:6 (1 cement : 6 coarse sand) 6.4.2 DSR 2018
51.83
547993
10572.91
Half brick masonry 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. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
23.82
30926
1298.34
15 mm cement plaster: 1:6 (1 cement: 6 fine sand) OUTER PLASTER 13.2.2 DSR 2018
251.54
102607
407.92
12 mm cement plaster: 1:6 (1 cement: 6 fine sand) INNER PLASTER 13.1.2 DSR 2018
285.64
101157
354.15
Providing and fixing pressed steel door frames conforming to IS: 4351 manufactured from commercial mild steel sheet including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60 mm pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges, 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified filling the frame with Cement Concrete 1:3:6 at site before fixing (cost of concrete to be paid separately) and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile E - 10.14.3.1 Fixing with adjustable lugs with split end tail to each jamb
92.6
62492
674.87
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
25.83
108799
4212.13
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. 9.48.1 DSR 2018
203.85
46936
230.25
Providing and fixing bright finished brass door latche necessary screws etc. complete :300 X 16 X 5 mm 9.75.1 DSR 2018
10
3794
379.43
Providing and fixing bright finished brass handles with necessary screws etc. complete : 125mm 9.81.1 DSR 2018
10
2850
285.06
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 9.101.2 DSR 2018
5
432
86.43
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 11.5 DSR 2018
96
114237
1189.97
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 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 11.41.2 Size of Tile 600x600 mm
18
37622
2090.15
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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. 11.38
12.61
17502
1388.33
Providing and laying Polished 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. 11.56.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
8.33
40894
4912.28
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 13.80
537.17
86162
160.4
Applying priming coats with primer of approved brand and manufacture, havinglow VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre 13.85.3
537.17
44897
83.58
Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 Sq M over and including priming coat of exterior primer applied @ 2.20 kg/10 Sq M)
251.54
57705
229.41
Wall painting with premium acrylic emulsion paint of interior grade,having VOC (Volatile Organic Compound ) content less than 50grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour - Two coats 13.83.2
285.64
45316
158.65
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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 11.25.2
3742.11
682822
182.47
Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately). 12.26.1
230.89
235754
1021.08
Providing fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS : 8183, density 24kg / m3, 50mm thick, wrapped in 200 G Virgin Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building. 12.34
230.89
186612
808.24
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 13.48.1
230.89
45731
198.07
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 12.4.1 0.80 mm thick with zinc coating not less than 275 gm/m²
23.73
25809
1087.87
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer_x0002_in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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 12.50
73.62
64350
874.13
Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. 12.8
157.27
99290
631.34
P/F of angle iron framed ventilator (1.00x0.30 MT) with welded mesh & brass mess/stainless steel mesh with complete fitting reuired for proper completion of work including fixing ventilator.
35
90300
2580
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 18.48
DSR 2018
2000
24520
12.26
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with clamps at 1.00 M spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and Making good the walls etc 15 mm nominal outer dia Pipes 18.8.1
184.32
105174
570.61
20 mm nominal outer dia Pipes 18.8.2
103.68
69053
666.03
25 mm nominal outer dia Pipes 18.8.3
57.6
45086
782.75
32 mm nominal outer dia Pipes 18.8.4
34.56
32693
946
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore. 18.49.1 DSR 2018
6
3501
583.57
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore 18.52.1
2
1688
844.46
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore 18.53.1
4
2964
741.04
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete 100 mm diameter 19.1.1
11.52
5087
441.63
150 mm diameter19.1.2
11.52
8026
696.74
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipe 19.2.1
6
6828
1138.02
200 mm diameter S.W. pipe 19.2.3
6
9734
1622.48
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion (i) Single socketed pipes 110 mm diameter 12.41.2
23.04
9789
424.91
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 18.33.1
1
12938
12938.03
Providing and fixing square-mouth S.W. gully trap : 180x150 mm size P type 19.4.3
5.76
19332
3356.39
Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 17.78
DSR 2018
1
19295
19295.4
Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : White solid plastic seat with lid 17.20 DSR 2018
1
795
795.36
Providing and fixing toilet paper holder :C.P. Brass 17.34 DSR 2018
1
813
813.12
Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 17.7A DSR 2018
1
6134
6134.15
Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 17.22A
DSR 2018
1
1230
1230.02
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 Sq M on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. - All Kinds of Soil 2.6.1 DSR 2018
46.8
11854
253.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mmnominal size) 4.1.8 DSR 2018
2.1
16935
8064.47
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) ] 5.1.2 DSR 2018
10.19
109551
10750.93
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 of grade Fe-500D or more 5.22.6
DSR 2018
1199.64
139530
116.31
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases for columns 4.3.1
DSR 2018
68.4
27139
396.77
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 6.1.2 DSR 2018
8.51
72988
8576.85
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) 13.1.2
DSR 2018
29.6
10482
354.14
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 11-1-1 Ordinary soil 11-1-1-1 Upto 3 m depth
147.98
66667
450.52
Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) 3-32 (MORT&H) SOR 2022-23
78
16392
210.16
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. 4-11-1 Using naturally occuring gravel
26
44335
1705.22
Construction of Water Bound Macadam using locally available material (Table 400.13) Providing, laying spreading and compacting local material in block or large discrete particles, such as kankar, Laterite, Dhandla etc. as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill-up the interstices of laid material watering and compacting to the required density as per Clause 405.3 and Technical Specification Cluase 408 4-12
(MORT&H) SOR 2022-23.
26
44246
1701.8
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 2-2 (MISC) SOR 2022-23
22.11
123909
5603.47
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - R.C.C grade M 20 11-4-4 (MORD) SOR
2022-23
21.05
180786
8590.05
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 11-7 (MORD) SOR 2022-23
1.65
161679
97869.08
Tack Coat - 5-2-3 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 5-2-3 (MORD) SOR 2022-23
208
3508
16.87
Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. 5-6-A By Manual Means 5-6-A-1 Case – I: Nominal chipping size 13.2 mm 5-6-A-1-1 Bitumen (VG-10)
208
29084
139.83
Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 5-11-1 By Manual Means 5-11-1-A Type A 5-11-1-A-1 Bitumen (VG-10)
208
60451
290.63
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Note: 5-12-A By Manual Means 5-12-A-A Case - I : Type A 5-12-A-A-1 Bitumen (VG-10)
208
22653
108.91
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry 12-4-3-2 In 1:4 cement mortar
317
1538844
4854.4
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 In 1:4 Cement mortar 12-1-2 (MORD) SOR 2022-23
15.71
141584
9012.37
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 202.90 Sqm Note:-If cement plaster 12 mm or 18 mm thick is required elsewhere only the quantity of cement mortar may be changed on prorata basis without any change in 12-3 (MORD) SOR 2022-23
136.61
32223
235.88
Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 13-26-1 Steel section
2.22
24855
11191
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 10-5 (MORD) SOR 2022-23
136.61
17522
128.27
G.I Barbed Wire Fencing 1.8 m high Providing and fixing 1.8 m high GI barbed wire fencing with 2.4 m RCC M15 grade 150 mm x 150 mm concrete post placed every 3 m centre-to-centre founded in M15 grade cement concrete, 0.6 m below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Clause 1705. 10-13 (MORD) SOR 2022-23
114.12
91556
802.28
Wiring for light point/ fan point/ exhaust fan point/ call bell poin.t with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface I recessed medium class PVC conduit, with modular switch, modular plate, suitable Gl box and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.10.3 Light Point
83
114456
1378.99
Fan Point
8
11031
1378.99
Exhaust Fan Point
21
28958
1378.99
Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. 1.31
2
1117
558.56
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 1.14.1
82.84
16847
203.37
2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 1.14.2
69.76
16227
232.62
4 X 4 sq. mm + 2 X 4 sq. mm earth wire 1.14.8
61.04
26187
429.02
4 X 6 sq. mm + 2 X 6 sq. mm earth wire 1.14.9
47.96
26320
548.81
Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connection etc. as required. 1.33
40
3621
90.54
Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1.50.1
21
10618
505.63
Supplying and fixing following way prewired TP&N MCB distribution board of steel sheet for 415 volts on surface/recess complete with loose wire box, terminal connectors for all incoming and outgoing circuits, duly prewired with sustainable size FRLS PVC insultated copper conductor up to terminal blocks, tinned copper bus bar, neutral link, earth bar, din bar, detachable gland plate, interconnections, powder painted including earthing etc. as required (But without MCB/RCCB/Isolator) ; 4 way (4+12), double door 2.4.1
24
102563
4273.49
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. SINGLE POLE 2.10.1
2
554
277.19
Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 2.11
2
22
11.14
Supplying and fixing following rating, four pole, (three phase and neutral), 415 V, residual current circuit breaker (RCCB), having a sensitivity current 30 n1A in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 A 2.15.3
2
7736
3868.15
Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry 'enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required. 5.4
24
207801
8658.41
Supplying and laying 25 mm X 5 mm G.l strip at 0.50 meter below ground as strip earth electrode, including connection/ terminating with G.l. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.l. nut bolt & spring washer spaced at 50mm) 5.9
4.36
795
182.47
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