Tender For Construction Of Academic Block, 50 Bedded (Bunk Bed) Hostel, 01 Type Ii Teacher Qrts, Kitchen Cum Dinning Hall At Res. Girls School, Mara., Upper Siang-Arunachal Pradesh

TDR : 54580540

Tender Notice
BOQ

Expired

Upper Siang , Arunachal Pradesh

Tender Brief : Tender For Construction Of Academic Block, 50 Bedded (Bunk Bed) Hostel, 01 Type Ii Teacher Qrts, Kitchen Cum Dinning Hall At Res. Girls School, Mara.

Document Fees
₹ 3000 /-

EMD
₹ 212300.0 /-

Tender Value
Refer document

Submission Date
16-03-2026

Competition Type
Indian

Bidding Type
Works

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1	SH: Academic block
2	Earth 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 leadof 50m.
3	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
4	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
5	SH:Concrete Works
6	Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
7	Providing 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 :
8	a) Walls including attached buttresses, pilasters and their caps and bases and stringcourses etc. up to floor two level.
9	Centring and shuttering including strutting proping etc. and removal of form work for:
10	a) Foundation and Plith
11	b) Wall including attached buttresses, pilasters and their caps and bases and string courses etc.up to floor two level.
12	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
13	a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
14	Reinforced 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.
15	a) 1 : 1.5 : 3 (1 cement : 1.50coarse sand : 3 stone aggregate 20 mm nominal size).
16	Centring and shuttering including strutting proping etc. and removal of form work for:
17	a) Foundation Footings, Column, pillar and piers
18	a) Plinth beams, beams, suspended floors, buttresses, pilasters and their caps and bases and string courses etc.up to floor two level.
19	Reinforcement of RCC work including bending, binding and placing in position complete.
20	a) Cold twisted bars.
21	SH:Brick Works
22	Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
23	Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
24	Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth.
25	Extra for half brick masonry in superstructure above plinth level and up to floor two level.
26	SH:Wood Works
27	Providing 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.
28	Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position.
29	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws.
30	38mm thick best available local wood class - B I
31	Providing and fixing 38 mm thick wire gauge shutters using galvanized mild steel wire gauge of IS gauge designation 140G with wire of dia 0.56 mm for doors, windows and clerestory windows including anodized aluminum butt hinges with necessary screws.
32	a) Best available local wood class B-I
33	Providing and fixing, fly proof galvanized MS wire gauge of IS gauge designation 85 g with wire of dia 0.56 mm to windows and clerestory windows including 62 x 19 mm beading of best available local wood.
34	Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
35	Providing 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.
36	a) Ornamental grill.
37	Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete.
38	a) 300x16mm
39	Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete.
40	a) 300x10mm
41	b) 150x10mm
42	Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete.
43	a) 125mm
44	b) 100mm
45	Providing and fixing MS Hooks and Eyes. A) 250 mm
46	Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominal size).
47	SH:Steel Work
48	Providing 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.
49	SH:- VII Flooring
50	Cement 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.
51	40 mm thick
52	SH:- VIII Roof Work
53	Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses.
54	a) 0.63 mm thick GI sheet
55	Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanised iron J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete.
56	a) 0.63 mm thick GI sheet
57	Providing and fixing 3 mm thick hard board sheet ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately).
58	Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling.
59	a) Best local approved quality wood.
60	Extra for making chamfered edges of beading.
61	SH:- IX Finishing Work
62	15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
63	12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
64	Painting 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.
65	Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
66	White washing with whiting on new work (three or more coats) to give even shade.
67	Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade.
68	Painting 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.
69	SH:- X Miscellaneous Work
70	Making 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.
71	(SH:- Drainage
72	Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete.
73	SH:- XII Water Supply
74	Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).
75	c) 25 mm nominal bore
76	Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).
77	a) 15 mm nominal bore
78	Providing and fixing brass bib cock of approved quality.
79	a)15 mm nominal bore
80	Providing and fixing brass stop cock of approved quality.
81	a) 15 mm nominal bore
82	SH:- XIII Sanitary
83	Providing 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.
84	b) Flat back wash basin size 550x400 mm with single 15 mm CP brass pillar taps of heavy quality.
85	Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required.
86	b) Orissa type WC pan
87	Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.
88	a) 100 mm dia SW pipes
89	Constructing 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.
90	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).
91	Construction 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.
92	SH : Electrification
93	Add electrification 12.50%
94	SH:-50 Bedded (Bunk bedded) Hostel
95	SH:- Earthwork
96	Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
97	a) Ordinary Soil
98	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
99	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
100	(SH: CEMENT CONCRETE)
101	Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 20 mm nominal size) excluding the cost of centring an shuttering in:
102	a) Foundations and plinth
103	Providing 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 an shuttering in:
104	a) Foundations and plinth
105	(SH: RCC WORK)
106	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
107	a) 1 :1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
108	Reinforcement 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.
109	a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
110	Reinforced 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.
111	a)1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
112	Reinforced 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 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
113	Reinforced 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 1 : 1.5 : 3 (1 cement :1.5 coarse sand :3 stone aggregate 20 mm nominal size).
114	Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with 1 : 1.5 : 3( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
115	Reinforced cement concrete work in shelves up to floor two level excluding cost of centering and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
116	Centring and shuttering including strutting, propping etc and removal of form work for :
117	a) Foundation, footings, bases of columns etc. and mass concrete.
118	c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
119	d) Lintels, beams, girders, bressumers and cantilevers etc.
120	f) Stairs (excluding landings) except spiral stair cases.
121	Reinforcement of RCC work including bending, binding and placing in position complete.
122	b) Tar/TMT steel
123	SH: BRICK WORK
124	Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
125	Extra for half brick masonry in superstructure above plinth level and up to floor two level.
126	SH: STONE WORK
127	Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone shingle 20 mm nominal size) at plinth level.
128	Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) blocks in cement mortar 1 : 4 (1 cement : 4 fine sand) in foundations and plinth.
129	Extra for pre-cast cement concrete block masonry in superstructure above plinth level up to floor two level.
130	SH : WOOD WORK
131	Providing 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.
132	Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
133	Providing 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.b) Ornamental Grill
134	Aluminium work
135	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other section 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, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing /panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately) :
136	1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868,Minimum anodic coating of grade SC 15)
137	SH: FLOORING
138	Cement 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.
139	(a). 40 mm thick
140	40 mm thick red oxide flooring, under layer of 30 mm thick cement concrete 1 : 2 : 4 ( 1 cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size ) & top layer of 10 mm thick plaster of cement red oxide mix ( using 3.5 kg of red oxide of iron per 50 kg of cement) 1 :3( 1 cement red oxide mix : 3 coarse sand ) finished with a floating coat of neat cement red oxide mix of same proportion.
141	Add per 1 kg for using more or less than 3.5 kg of red oxide of iron per 50 kg of cement in 40 mm thick red oxide flooring.
142	Red oxide plaster skirting (upto 30 cm height) with top layer of 6 mm thick plaster of cement red oxide mix ( using 3.5 kgs of red oxide of iron per 50 kg of cement ) in mortar 1 : 3 ( 1 cement : 3 coarse sand) finished with floating coat of cement red oxide mix of same proportion.
143	(a). 18 mm thick
144	Chequered terrazzo tiles 22 mm thick with marble chips of sizes upto 6mm in floors on 25 mm thick bed 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:
145	a) Light shades using white cement
146	SH ROOFING
147	Providing and fixing on wall face C.I. rain water pipe including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement : 2 fine sand).
148	b) 100 mm diameter pipe
149	Providing and fixing M.S. Holder bat clamps of approved design of C.I. or S.C.I. pipes embedded in and including cement concrete block 10 cm x 10 cm x 10 cm of 1 : 2 : 4 mix (1 cement : 2 coarse sand: 4 stone aggregate 20mm nominal size) including cost of cutting holes and making good the wall etc.
150	b) 100 mm diameter
151	SH : FINISHING
152	12 mm cement plaster 1 : 4 (1 cement : 3 fine sand).
153	15 mm cement plaster 1 : 6(1 cement : 6fine sand) on the rough side of single or half brick wall.
154	20 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
155	Distempering (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.
156	Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
157	Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
158	Painting 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
159	Applying priming coat with ready mixed genuine red lead paint of approved brand and manufacture on steel work.
160	Painting 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
161	Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade.
162	MISCELLANIOUS
163	Making 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.
164	Providing and fixing 40 mm dia GI Pipe outlet in cement mortar 1 : 3 (1 cement : 3 fine sand) including cutting and making good the wall.
165	SH: Drain
166	Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete.
167	Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.a) 100 mm dia SW pipes
168	Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design.
169	a) 100 mm dia SW pipes
170	SH: WATER SUPPLY
171	Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).
172	a) 15 mm nominal bore
173	Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).
174	c) 25 mm nominal bore
175	Providing and fixing brass bib cock of approved quality.
176	a)15 mm nominal bore
177	Providing and fixing brass stop cock of approved quality.
178	a) 15 mm nominal bore
179	Providing and fixing PVC connection pipe with brass union.
180	1) 45 cm length
181	a) 15 mm nominal bore
182	Providing and fixing Sintex water tank.
183	SH : SANITARY
184	Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required.
185	b) Orissa Pattern WC Pan
186	Providing 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.
187	a) Flat back wash basin size 550x400 mm with single 15 mm CP brass pillar taps of heavy quality.
188	Providing and fixing kitchen sink including making all connection excluding cost of fittings.a) White glazed fire clay sink size 600x450x150 mm
189	Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers.
190	Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality). a) 750 x 20 mm size
191	Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.
192	a) 100 mm dia
193	Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
194	a) 100 x 100 x 100 mm
195	Constructing 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.
196	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).
197	Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design.
198	SH : SEPTIC TANK
199	Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
200	a) Ordinary Soil
201	Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
202	Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
203	a) Foundations and plinth
204	b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
205	Reinforced 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 :
206	a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
207	Reinforced 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 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
208	Reinforcement of RCC work including bending, binding and placing in position complete.
209	b) Tar/TMT steel
210	Centring and shuttering including strutting proping etc. and removal of form work for:
211	b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
212	c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
213	Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.
214	a) 100 mm dia SW pipes
215	Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design.
216	a) 100 mm dia SW pipes
217	SH : Electrification
218	Add Electrification 12.5%
219	( Sh:- Type-II)
220	Excavation in decomposed or soft rock with or without blasting including disposal of the same lead upto 50 m and lift upto 1.50 m.
221	Earth 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 of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
222	Providing 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.
223	Centring and shuttering including strutting, propping etc and removal of form work for :-
224	a)Column, pillars, posts and struts etc.
225	b)Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc.
226	c)Lintels, beams, girders, bressumers and cantilevers etc.
227	d)Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
228	Reinforcement of RCC work including bending, binding and placing in position complete. :-
229	a)Cold twisted bars.
230	Reinforcement 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. :-
231	a)1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
232	Reinforced 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.
233	a)1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
234	Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with 1 : 2 : 4( 1 cement: 2 coarse sand : 4 stone aggregate 20 mm nominal size).
235	Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:
236	a)Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
237	Providing 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.
238	Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) blocks in cement mortar 1 : 3 (1 cement : 3 fine sand) in foundations and plinth.
239	Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position.
240	Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses.
241	a)0.63 mm thick GI sheet
242	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws.
243	a)38 mm thick best available local wood, class - B - I
244	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
245	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
246	Cement 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.
247	a)40 mm thick
248	Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approved quality with necessary nails etc.complete (frame work for base to be paid separately).
249	Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling.
250	a)Best local approved quality wood.
251	Extra for making chamfered edges of beading.
252	12 mm cement plaster 1 : 5 (1 cement : 5 fine sand).
253	Providing 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.
254	a)Ornamental grill.
255	Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
256	White washing with whiting on new work (three or more coats) to give even shade.
257	Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
258	Applying priming coat consisting of a mixture of red lead, white lead and double boiled linseed oil in the ratio of 0.7 Kg : 0.7 Kg : 1 Litre on wood work complete.
259	Painting 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.
260	Making 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.
261	Construction 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.
262	Providing 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).
263	Providing and fixing local wooden railing 0.75 m high with 7.5 x 5 cm top and bottom rails 7.5 x 5 cm sides and 5 cm x 5 cm intermediate vertical bars placed at 22.5 cm centre to centre including painting two or more coats as directed.
264	Providing and fixing 38 mm thick ( Class - B I ) approved local wood shelves 38 cm wide complete with wooden brackets not more than 1.52 m.
265	Chequered terrazzo tiles 22 mm thick with marble chips of sizes upto 6mm in floors on 25 mm thick bed 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:
266	a)Light shades using white cement
267	Marble chips skirting (up to 30 cm height) rubbed and polished to granolithic finish top layer 6 mm thick with white, black or white and black marble chips of sized from smallest to 4 mm nominal size laid in cement marble powder mix 3 : 1 (3 cement : 1 marble powder) by weight in proportion of 4 : 7 (4 cement marble powder mix : 7 marble chips) by volume.
268	a)Medium shade pigment with approximately 50% white cement and 50% ordinary cement.
269	Construction of 2nd class brick masonry chullah 0.75 x 0.45 x 0.25 m with two holes in cement mortar 1 : 6 (1 cement : 6 coarse sand) includng fixing iron gratings 150 mm dia and finishing with mud and gobri plaster complete.
270	Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone shingle 40 mm nominal size).
271	Providing and fixing 12 mm thick and 150 mm wide pelmet of flat pressed 3 layer particle board (medium density) with 25 mm dia second class teak wood curtain rod and brackets including fixing with 25 x 3 mm MS flat 10 cm long and plugs etc complete.
272	Providing and fixing 25 mm dia first class Indian teak wood curtain rods with brackets plugs etc wherever required.
273	Constructing 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.
274	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).
275	Construction 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.
276	Providing and fixing white vitreous china type water closet pedestal (European type WC pan) with seat and lid CP brass hinges and rubber buffers, 12.5 Litres high level CI flushing cistern with fittings RS or CI brackets, galvanized steel telescopic flush pipe with fittings and clamps, 20 GI overflow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting making good the walls and floors where required.
277	a)WC pan with white plastic seat and lid.
278	Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC.
279	a)250 x 125 x 25 mm
280	Providing and fixing 12.5 litres high level CI flushing cistern of approved make with integral fittings such as ball valve, bell, lever, GI chain and pull complete.
281	SH : Electrification
282	Add Electrification 12.5%
283	Sh: Kitchen cum dinning hall
284	Earth work in excavation in foundation trenches not exceeding 1.50 m width of 10 Sqm. On plan or drains not exceeding 1.50 m. in width or 10 Sqm. On plan i/c dressing of sides and ramming of bottoms, lift upto 1.50 M. i/c getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
285	a) Ordinary Soil
286	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
287	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
288	SH : CONCRETE WORK.
289	Providing and laying in foundations and plinth cement concrete 1:4:8 (1 Cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
290	Providing and laying cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :
291	b) Walls i/c attached buttresses, pilasters and their caps and bases and string course etc. up to floor two level.
292	Centring and shuttering including strutting proping etc. and removal of form work for :
293	a) Foundation and plinth
294	c) Walls including attached buttresses, pilasters etc.
295	d) Lintels, beams, girders, bressumers and cantilevers etc.
296	SH : R.C.C. WORKS.
297	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
298	a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
299	Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc. up to floor two level i/c finishing and plastering the exposed surface with cement mortor 1:3 (1 Cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but sxcluding cost of centring, shuttering and reinforcement.
300	a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). Cum
301	Reinforcement cement concrete work lintels, beam and bresumers upto floor two level i/c finishing and plastering the exposed surface with cement mortor 1:3 (1 Cement: 3 fine sand) of thickness not exceeding 6mm to give a smooth and even surface but exceeding cost of centring, shuttering and reinforcement.
302	a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
303	Reinforcement cement concrete in chajjas exceeding 15mm in thickness upto floor two level i/c centring and shuttering complete but excluding the cost of reinforcement with 1:2:4 (1 Cement: 2 coarse sand : 4 stone aggregate 20 mm nominal size)
304	Reinforcement of RCC work including bending, binding and placing in position complete
305	a) Cold twisted bars.
306	SH : WALLING.
307	Brick work with best available bricks in foundation and plinth in cement mortor 1:6 ( 1 cement 6 fine sand)
308	SH : Brick Work
309	Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
310	Half brick masonry (with best available local bricks) in cement mortor 1:4 (1 cement : 4 coarse sand) in foundation and plinth
311	Extra for half brick masonry in superstructure above plinth level and upto floor level
312	Brick work with best available bricks 75 mmm thick in cement mortor 1:3 (1 Cement : 3 course sand)
313	SH : WOOD WORK
314	Providing approved best available local wood (Class-BII) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position.
315	Providing approved best available local wood (Class-BII) work in frames of false ceiling, partition and trusses etc sawn and put up in position.
316	Providing and fixing panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c aluminium butt hings with necessary screws.
317	a) 38mm thick best available local wood Class - BI
318	Providing and fixing 38mm thick wire gauge shutters using glavanized mild steel wire gauge of IS gauge designation 140G with wire of dia 0.56 mm for doors, windows and clerestory windows including anodized aluminum butt hinges with necessary screws.
319	a) Best available local wood Class B-I
320	Providing 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.
321	a) Ornamental Grill.
322	Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
323	Providing and fixing Alu sliding door bolts, bright finished or and black enamelled with nuts and screws etc. complete
324	b) 300 x 16 mm
325	Providing and fixing MS Tower bolts(Barrel type) with necessary screws etc. complete.
326	a) 250 x 10 mm
327	b) 150 x 10 mm
328	Providing and fixing MS Handle with necessary screws etc. complete
329	a) 125 mm
330	b) 100 mm
331	SH : STEEL WORK
332	Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long i/c fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1:3:6 (1 Cement : 3 sand : 6 hard stone shingle 40 mm nominal size)
333	Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel welded and bolted including special shaped washers etc. complete (welding to be paid separately)
334	SH : ROOFING.
335	Providing corrugated G.I. sheet roofing fixed with galvanised iron J or L hooks, bolts and nuts 8mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses.
336	a) 0.63 mm thick G.I. sheet.
337	Providing ridges or hips 60 cm overall in plain G.I. sheet fixed galvanised iron J or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete.
338	a) 0.63 mm thick G.I. Sheet.
339	Providing and fixing 4.00 mm thick ply wood ceiling of app. Quality with necessary nails complete.
340	Providing and fixing plain square edge wooden beading 38x12 mm section with screws of app. Quality for ceiling.
341	a) Best local approved quality wood.
342	Extra for making edges of beading.
343	SH : FLOORING.
344	Cement 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.
345	a) 75 mm thick
346	SH : FINISHING.
347	12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
348	12 mm cement plaster 1 : 5 (1 cement : 5 fine sand).
349	Painting two or more coats with oil (type wood preservation of app. Brand and manufacuture on new work.
350	Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
351	Painting 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.
352	Distempering (two more coats) with oil bound washable disptemper of approved brand and manufacture of and of required shade on new work over and including a priming coat with distemper primer of approved brand and munufacture to give an even shade.
353	SH : DRAINAGE.
354	Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 Cement: 3 coarse sand: 6 stone aggregate using 20mm nominal siize) over 75 mm bed of stone ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishi
355	Construction of cement concrete drain 30cm wide and 23 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 surface with 12 mm thick ce
356	SH : SANITARY WORKS
357	Providing and fixing white viterous china wash basin with RS or CI brackets painted white 15mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32mm dia CP brass trap and MI union complete, incliding cutting
358	a) Flat back wash basin size 550 x 400 mm with a pair of 15mm CP brass pillar taps of heavy quality
359	Providing and fixing white vetreous china water closet squating pan (Indian type WC pan) size 580 mm with 10 mm and sand cast iron P or S trap, 12.5 litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvani
360	a) Long pan pattern WC Pan.
361	Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1( 1 cement: 1 fine sand) including testing of joints etc complete.
362	a) 100 mm dia SW pipes
363	Making soak pit 2.50 m dia 3 m deep with 45 X 45 cm dry brick honeycomp shaft and SW drain pipe 100 mm dia 1.80 m long complete as per standard design.
364	Constructing brick masonry manhole with 2nd class bricks in cement mortor 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 ston
365	a) inside size 90x80 cm and 45 cm deep including CI over 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 (wieght of cover 23 kg and wi
366	SH : SEPTIC TANK.
367	Earth work in excavation in foundation trenches not exceeding 1.50 m width of 10 Sqm. On plan or drains not exceeding 1.50 m. in width or 10 Sqm. On plan i/c dressing of sides and ramming of bottoms, lift upto 1.50 M. i/c getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
368	a) Ordinary Soil
369	Providing 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.
370	Providing and laying cement concrete 1:3:6 (1 Cement : coarse sand: 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :
371	(a) Walls i/c attached buttresses, pilasters and their caps and bases and string courses etc. upto floor two level.
372	Centring and shuttering i/c strutting proping etc. and removal of form work for :
373	a) Walls i/c attached buttresses, pilasters etc.
374	15 mm cement plaster 1:6 (1 Cement : 6 fine sand) on the rough side of single or half brick wall.
375	Neat Cement punning
376	Cement 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.
377	a) 40 mm thick
378	Reinforcement of RCC work i/c bending, binding and placing in position complete.
379	a) cold twisted bars.
380	Reinforcement cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and placing the exposed surface with cement mortor 1:3 (1 Cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and e
381	SH : Electrification (Point Wiring)
382	Point wiring in PVC conduit, with modular type switch.
383	Wiring for light point /fan point/exhaust fan point/call bell point with 1.5 Sq.mm FR PVC insultated copper conductor single core cable in surface/recessed PVC conduit,with modular switch, modular switch, suitable size G.I. box and earthing the point with 1.5 sq. mm. FR PVC insulated copper conductor single core cable etc. as required.
384	Group C
385	Wiring for circuit/submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/recessed PVC conduit as required.
386	2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire (5A Plug).
387	2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire (for ckt wiring).
388	2 x 4 sq. mm + 1 x 4 sq. mm earth wire(for power point).
389	Supplying and fixing of following sizes of PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
390	25 mm
391	32 mm
392	S/F modular type switch/socket :-
393	Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
394	5/6 Amps Switch
395	15/16 Amps Switch
396	5/6 Amps Socket
397	15/16 Amps socket outlet
398	S/F modular boxes, Base & Cover Plate :-
399	Supplying and fixing following size/module GI box along with modular base and cover plate for modular switch in recess extr as required.
400	1 or 2 module (75 mm x 75 mm)
401	S/F modular type electronic fan regulator :-
402	Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
403	S/F modular type blanking plate :-
404	Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate etc. as required.
405	S/F light plug point modular type accessories :-
406	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection, painting etc. as required.(For light plugs to be used in non residential buildings).
407	S/F power plug point modular type accessories:-
408	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 15/16 & 5/6 amps modular socket outlet and 15/16 amps modular switch, connection, painting etc. as required.
409	ITC fluorescent fitting directly on surface :-
410	Installation, testing and commissioning of pre-wired, fluorescent fitting/compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling/wall, including connection with 1.5 sq. mm FR PVC insualted, copper conductor, single core cable and earthing etc. as required.
411	ITC ceiling fan :-
412	Installation, testing and commissioning of ceiling fan including the down rods of standard length (upto 30 cm) with 1.5 sq. mm FR PVC insualted, copper conductor, single core cable and earthing etc. as required.
413	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
414	Upto 450 mm sweep
415	S/F call bell/buzzer :-
416	Supplying and fixing call bell/buzzer suitable for D.C/A.C single phase , 230 volts, complete as required.
417	S/F steel conduit :-
418	Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
419	20 mm
420	25 mm
421	Wiring in existing conduit :-
422	Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.
423	2 x 1.5 sq. mm
424	2 x 2.5 sq. mm
425	MCB DISTRIBUTION BOARDS
426	S/F prewired SP MCB DB :
427	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
428	8 way (4 + 24), Double door
429	S/F prewired TP MCB DB :
430	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.)
431	12 way (4 + 36), Double door
432	S/F 'C' series,SP MCB
433	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.
434	Single Pole
435	Single Pole and Neutral
436	S/F TP MCB isolator :-
437	Supplying and fixing following rating, Four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required .
438	63 Amps
439	S/F SPN RCCB :-
440	Supplying and fixing following rating, double pole,(single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 100 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.
441	63Amps
442	S/F 20A SPN MCB Industrial Socket outlet :-
443	Supplying & Fixing 20 A 240V SPN Industrial Type Socket Outlet with 2 Pole earth metal enclosed plug top along with 20 A \\"C Series\\" SP MCB in sheet metal enclosure on surface or in recess with chained metal cover for the socket outlet & complete with connections, testing & commissioning as required.
444	Cable Work (MV cable laying upto 400 sqmm. in pipe) :-
445	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
446	Above 120 sq. mm and upto 400 sq. Mm
447	MV cable laying upto 400 sqmm. On surface
448	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size in the existing RCC/HUME/ METAL pipe as required.
449	Above 120 sq. mm and upto 400 sq. mm
450	11 KV CABLE JOINTING WITH CAST RESIN COMPOUND
451	Supplying and making indoor cable end jointing with cast resin compound, including lugs and other jointing materials, for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :
452	300 sq. mm
453	11 KV CABLE JOINTING WITH CAST RESIN COMPOUND
454	Supplying and making outdoor cable end jointing with cast resin compound, including lugs and other jointing materials, for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :
455	300 sq. mm
456	F/I cable trays
457	Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors,suspended from the ceiling with M.S. suspenders including bolts& nuts, painting suspenders etc as required.
458	100 mm width x 50 mm depth x 1.6 mm thickness
459	Earthing (G.I Plate Electrode) :-
460	Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thickincluding accessories, and providing masonry enclosure withcover plate having locking arrangement and watering pipe of2.7 metre long etc. with charcoal/ coke and salt as required.
461	Copper Plate Electrode :-
462	Earthing with copper earth plate 600 mm X 600 mm X 3 mmthick including accessories, and providing masonry enclosurewith cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
463	Providing and laying earth connection from earth electrodewith 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earthelectrode including connection with G.I. thimble excavation and re-filling as required.
464	Providing and fixing 25 mm x 5 mm Cu. strip on surface or in recess for connection etc. as required.
465	S/L 8 SWG Copper wire in ground
466	Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. Please Enable Macros to View BoQ information

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Tender For Construction Of Academic Block, 50 Bedded (Bunk Bed) Hostel, 01 Type Ii Teacher Qrts, Kitchen Cum Dinning Hall At Res. Girls School, Mara., Upper Siang-Arunachal Pradesh

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Tender For Construction Of Academic Block, 50 Bedded (Bunk Bed) Hostel, 01 Type Ii Teacher Qrts, Kitchen Cum Dinning Hall At Res. Girls School, Mara., Upper Siang-Arunachal Pradesh

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