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Construction Of Convention Hall Main Building, Septic Tank And Sanitary Fitting, Boundary Wall, Gate, Water Supply, Electrification And Procurement Of Furniture, Shi Yomi-Arunachal Pradesh

Rural Works Department has published Construction Of Convention Hall Main Building, Septic Tank And Sanitary Fitting, Boundary Wall, Gate, Water Supply, Electrification And Procurement Of Furniture. Submission Date for this Tender is 06-03-2024. Building Work Tenders in Shi Yomi Arunachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42584938
Construction Of Convention Hall Main Building, Septic Tank And Sanitary Fitting, Boundary Wall, Gate, Water Supply, Electrification And Procurement Of Furniture
Open Tender
Indian
Arunachal Pradesh
Shi Yomi
06-03-2024

Tender Details

Construction Of Convention Hall Main Building, Septic Tank And Sanitary Fitting, Boundary Wall, Gate, Water Supply, Electrification And Procurement Of Furniture

Key Value

Document Fees
INR 15000 /-
EMD
INR 990000.0 /-
Tender Value
INR 9.90 Crore /-

BOQ Items

Name of Work: CONSTRUCTION OF CONVENTION HALL AT MECHUKHA IN SHI-YOMI DISTRICT
Sl. No. Item Description
1LAND DEVELOPMENT
2Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions lead upto 50 m and lift upto 1.50 m.
3Excavation in decomposed or soft rock with or without blasting in foundations, trenches and drains and disposal of the same, lead upto 50 m, and lift upto 1.50 m.
4SH: MAIN BUILDING
5Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
6Dry stone pitching boulder with minimum size of 300 mm for pitching at site.
7Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
8Providing and laying cement concrete 1 : 3 : 6 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:
9a) Foundations and plinth
10Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
11Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
12a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
13Reinforced cement concrete work in columns, pillars,post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
14Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.
15a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
16Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
17Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with M20 ( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
18Reinforced cement concrete work in shelves up to floor two level excluding cost of centering and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
19Reinforced cement concrete work in stair cases (excluding landing) except spiral cases including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
20Extra rate for reinforced cement concrete for using 12.5mm nominal gauge stone aggregate instead of 20mm nominal gauge stone aggregate.
21Filling in plinth with sand under floor including watering, ramming, consolidating and dressing complete.
22Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement.
23(c) 75mm thick
2412 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
256 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand).
26Neat cement punning
27Centring and shuttering including strutting proping etc. and removal of form work for:
28a) Foundations and plinth.
29b) Columns, pillars and piers.
30c) Lintels, plinth beams, girders, bressumers and cantilevers etc.
31d) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
32e) Stairs (excluding landings) except spiral stair cases.
33f) Suspended floors, roofs, landings, shelves and their supports, balconies and chajjas (3.5 m height).
34Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete.
35Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
36Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
37Pre-cast terrazzo/Vetrified tiles 20 mm thick with white, black or white and black marble chips of sizes up to 6 mm laid in floor, treads of steps and landings on 25 mm thick bed of cement mortar 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with pre-cast tiles of : layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
38White glazed tiles 5mm thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry.
39Reinforcement of RCC work including bending,binding and placing in position complete.
40b) Tar/ TMT steel
41Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws.
42a) Ornamental grill.
43Providing and fixingprecast cement concrete reinforced with 4mm dia. mild steel wire railing, 82 cm high with 70 mm x 70 mm size at 20 cm centre to centre complete with top and bottom rails 140 mm x 120 mm and RCC post of same size at 2.0m centre to centre in 1:2:4(1: cement: 2 coarse sand : 4 stone shingles 6 mm nominal size) complete.
44Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws.
45a) 38mm thick best available local wood class - B I
46Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position.
47Providing and fixing flush door shutters, non-decorative type, core of black board construction with frame of 1st class hard wood and well matched commercial ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
48b) 25 mm thick (for cupbaord) including nickel plated bright finished MS piano hinges with necessary screws.
49Providing and fixing louvers 50 mm wide in groove in clerestory window frames but excluding cost of frames.
50b) Asbestos cement sheet 4 mm thick.
51Providing and fixing in position collapsible steel shutters with vertical channels 20 mm x 10 mm x 2 mm and braced with flat iron diagonals 20 mm x 5 mm size with top and bottom rails of T iron 40 mm x 40 mm x 6 mm with 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles including applying a priming coat of red lead paint.
52Providing & fixing 40X3mm flat iron hold tasts 40cm long including fixing to frame with 10mm dia bolts,nuts and wood plugs and embedding in cement concrete block 30x10x15 cum in 1:3:6(1cement:3sand:6hard stone chips 40mm nominal size).
53Providing 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, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions,(Glazing and panelling to be paid for separately) :
541.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of grade SC 15)
55Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).
56Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/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):
57With float glass panes of 5.50 mm thickness.
58Providing and fixing aluminum butt hinges anodised, transparent or dyed to required color or shade with necessary screws etc complete. a) 125 x 75 x 4 mm
59Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete.
60a) 300 x 16 mm-(GF&FF)
61Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessaryscrews etc complete. a) 300 x 10 mm
62Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. a) 125 mm
63Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
64Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade.
65Applying one coat of distemper primer of approved brand and manufacture on wall surface.
66Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade.
67Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
68Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade.
69Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth.
70Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete.
71SH: SEPTIC TANK, SOAK PIT
72Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
73Providing and laying cement concrete 1 : 4 : 8 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:
74Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth
75Brick work with best available local bricks in foundations and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
76Reinforcement in RCC works i/c bending, Binding & placing in position complete.
77Reinforced cement concrete work in lintels,beams and bresumers upto floor to level including finishing and plastering the exposed surface with cement mortar 1:3(1 cement:3fine sand) of thickness not exsisting 6mm to give a smooth and even surface but excluding the but excluding cost of centering, shuttering and reinforcement.M20
78Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :
79a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
80Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement. A) 75mm thick
8112 mm cement plaster 1:3(1cement:3 fine sand) on wall etc complete
82Neat punning on floors and walls. (I/Chamber)
83Centering & Shuttering I/c proping strutting & removel of frame work etc.
84a) Foundations and plinth.
85SH: SANITARY FITTINGS
86Providing and fixing white vitreous china water closet squatting pan size 580 mm size.
87a) Long pattern (Indian type) WC Pan
88Providing and fitting a pair of white vitreous China foot rest 250x125x25mm complete.
89Providing and fixing 5 litres CI automatic flushing cistern with fittings.
90Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required.
91b) Flat back wash basin size 550x400 mm with single 15 mm CP brass pillar taps of heavy quality.
92Providing and fixing kitchen sink including making all connection excluding cost of fittings.
93a) White glazed fire clay sink size 600x450x150 mm
94Providing, laying and jointing glaze stone ware pipe grade "A" with stff mixture of cement morter in proportion of 1:1( 1cement:1 fine sand ) including testing of joints etc complete.
95a) 150mm dia. SW Pipes
96Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.a) 100mm dia
97Construction of soak pit 1.2 x 1.1 x 1.2 m filled with brick bats including SW drain pipe 100 mm dia and 1.20 m long complete as per standard design.
98Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design. a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg)
99Boundary Wall
100Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides offoundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
101Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
102Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
103Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
104Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. c) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
105Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
106Reinforcement of RCC work including bending, binding and placing in position complete. b) Cold twisted bars.
107Centring and shuttering including strutting proping etc. and removal of form work for:
108a) Foundations and plinth.
109c) Columns, pillars and piers.
110d) Lintels, beams, girders, bressumers and cantilevers etc.
111Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
112Extra for brick work in superstructure above floor two level, per floor per Cu.m. (1% of rate of brickwork from plinth up to floor two level).
11312 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
114White washing with lime on new work (two or more coats) to give an even shade.
115SH: MS GATE WITH PILLAR
116Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
117Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.(a) In Tees, Angles and Channels
118Welding by Electric plant
119Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade.
120Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
121Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :(a) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
122Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
123Reinforcement of RCC work including bending , binding and placing in position complete (a) Cold Twisted bars.
124Centring and shuttering including strutting, propping etc and removal of form work for :(a) Foundation, footings, bases of columns etc. and mass concrete.
125Centring and shuttering including strutting, propping etc and removal of form work for :(b) Column, pillars, posts and struts etc.
126CATTLE TRAP :
127Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
128Coursed rubble masonry (second sort) with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand).
129Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth
130Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification.(a) Granular material
131Reinforcement of RCC work including bending , binding and placing in position complete (a) Cold Twisted bars.
132Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :(a) Foundation & Plinth
133Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.(a) In Tees, Angles and Channels
134Welding by Electric plant
135Connection charges
136Construction of New Water Supply
137Jungle Clearance, gelling oftreees and formation cutting along main pipe line including existing pipe line for laying of GI Pipe.
138Construction of Drop Inlet headwork
139Construction of Pre - Sedimentation Tank
140Construction of Secondary Sedimentation Tank
141Construction of Slow Sand Filter
142Construction of Storage Tank
143Construction of RCC Supporting Post for Standing Pipe for Fire Emergency
144Providing G.I.Pipes
14565mm
14650mm
14740mm
14832mm
14925mm
15020mm
15115mm
152Labour charges for laying, fitting & fixing of G.I. pipes i/c trenching and refilling complete.
15365mm
15450mm
15540mm
15632mm
15725mm
15820mm
15915mm
160Providing GI Fittings
161R/TEE (80x80x25)mm
162R/Socket
163(20x15)mm
164Union
16525mm
16620mm
16715mm
168Socket
16925mm
17020mm
17115mm
172Nipple
17325mm
17420mm
17515mm
176Bend
17725mm
17820mm
17915mm
180Elbow
18125mm
18220mm
18315mm
184Tee
18515mm
186Wheel valve
18725mm
188Bibcock
189Providing and fixing sintex
190Supplying and installation of portable electric water motor of 1.5 rating horse power of approved brand.
1911.20m high welded steel wire fencing with 1.80m RCC posts of standard design placed at every 3m apart embedded in cement concrete blocks 45 x 45 x 60 cm of mix 1 : 5 : 10 (1 Cement : 5 fine sand : 10 stone aggregate 40mm nominal size) corner end and every 10th post to be strutted and embedded in cement concrete block 70 x 45 x 50 cm of same mix provided with welded steel wire fabric 0.90m wide, rectengular mech 75 x 25 mm size weighing not less than 7.75kg per sqm fixed between the two post fitted and fixed with GI staples on wooden plugs or tied to 6mm bar nibs with binding wire including earth work in excavation, concrete work and cost of posts, struts etc complete.
192SUB-HEAD - I (WIRING)
193Wiring for light point with 1.5sqmm PVC insulated copper conductor in surface PVC casing & caping etc as reqd.
194a) Short Point
195b) Medium Point
196c) Long Point
197Wiring for fan point with 1.5 Sqmm PVC insulated copper conductor in surface PVC casing & caping i/c kearthing the regulator etc as reqd.
198a) Short Point
199b) Medium Point
200c) Long Point
201Wiring for call bell point with 1.5 Sqmm PVC insulated copper conductor cable in surface PVC casing & caping as reqd.
202a) Short Point
203b) Medium Point
204c) Long Point
205Wiring for 3pin 5Amp plus with 1.5sqmm PVC insulated copper conductor cable in surface PVC casing & caping i/c P/F of 3pin 5Amps socket outlet and 5Amp pino type switch on the board earthing the 3rd pin etc as reqd.
206Wiring for 15Amps plug point with 4sqmm PVC insulated copper conductor cable in surface PVC casing & caping i/c P/F3Pin 15Amps socket outlet and 15Amps piano type switch and earthing the 3rd pin etc as reqd.
207a) Short Point
208b) Medium Point
209c) Long Point
210Wiring for circuit wiring with 2x2.5sqmm PVC insulated copper conductor cable in surface PVC casing &caping etc as reqd.
211Wiring for sub-main with 2x4sqmm PVC insulated copper conductor cable in surface PVC casing & caping etc as reqd.
212Wiring for sub-main with 4x4 sqmm PVC insulated copper conductor cable in surface PVC casing & caping etc as reqd.
213SUB-HEAD -II (FITITINGS & ACCESSORIES )
214Supplying & fixing of bakelite angle holder on the junction box(square type) i/c connection etc as reqd.
215Supplying and fixing fancy wall bracket of anodised copper 12mm dia pipe fixing on 3mm thick 170mm x 40mm painted plate with brass bracket holder complete as reqd.
216Installation, testing and commissioningof prewired flurorscent tube fittings directly on celling i/c connection etc as reqd.
217Installation, testing and commissioning of ceiling fan and regulator i/c wiring the down rod of standard length (upto 30cm) as reqd. connection etc as reqd.
218SUB-HEAD -III (MAIN SWITCH BOARD)
219Supplying and fixing of SP&N distribution board slotted cover type with 200A rating bus bar suitable for incorporating SP MCB of following ratings: -
220a) 4 Way
221b) 6 Way
222c) 8 Way
223Supplying and fixing of 16 Amps rating single pole 240Volts L series MCB in existing MCB boxcomplete with connection etc as reqd.
224Supplying and fixing of 32 Amps rating single pole 240Volts L serties MCB in existing MCB box complete with connection etc as reqd.
225supplying and fixing of TP&N tap off box 100 Amp capacity on the existing rising main with HRC fuse links, interconnection, earthing etc as reqd.
226Supplying and fixing of 3 phase static type energy meter i/c connection as reqd.
227Supplying and fixing of pilfereage proof box made of sheet steel for enclosing energy meter as reqd.
228Supplying and fixing of Sunmica board hinged type as reqd.
229a) 4"x4"
230b) 7"x 4"
231c) 10"x8"
232d) 12"x10"
233SUB-HEAD-IV (EARTHING)
234Earthing with copper earth plate 660x600x3mm thick including accessories anf providing masonary enclosures with cover plate having lacking arrangement and watering pipe etc as required (but without charcoal and salt).
235Extra for using salt and charcoal for pipe earth electrode as reqd.
236GENERATING SET
237Supplying, installation, testing and commssioning of DG sets, AMF panel, bus ducting/ cables from DG sets to essential panel, DG set enclosure room sound insulation / ventilation / smoke exhaust as required, earthing of DG set system, control cabling, fuel tank / piping, DG set exhaust piping / exhaust chimney as per CPCB norms, civil works connected with DG sets including foundation as required
238Extra for synchronizing panels wherever required
239CCTV System
240Supplying, installation, testing and commssioning of IP based CCTV system for building security comprising of PTZ/ fixed camera, cabling, digital recording, HD display system with minimum display of 5"" x 8"" per camera and hard ware software support - for indoors only (rate applicable on total plinth area but CCTV coverage shall be limited to 15% of the total plinth area as per requirement).
241For external surveillance (Rate applicable on total plot area minus plinth area at ground floor)
242Auditorium fixed chair
243Conference Table
244Executive Chairs
245Projector with Screen
246Modular Kitchen
247Café Table and Chair
248Visitors Chair
249Queen Size Bed
250King Size Bed
251Single Bed
252Wardrobe
253Sofa Sets
254Reception Table
255Monitors for Bed Room
256Chairs for Guest
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