Tender For Construction Of Academic Block, 25 Bedded (Bunk Bed) Hostel, 01 Type Ii Teacher Qtrs, Kitchen Cum Dinning Hall At Govt. Iv School, Pillong Maling., Upper Subansiri-Arunachal Pradesh

TDR : 55328617

Tender Notice
BOQ

Expired

Upper Subansiri , Arunachal Pradesh

Tender Brief : Tender For Construction of Academic Block, 25 Bedded (Bunk Bed) Hostel, 01 Type Ii Teacher Qtrs, Kitchen Cum Dinning Hall At Govt. Iv School, Pillong Maling.

Document Fees
₹ 3000 /-

EMD
₹ 193000.0 /-

Tender Value
Refer document

Submission Date
11-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	SH: Academic block.
2	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.
3	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.
4	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
5	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
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	b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc.up to floor two level.
9	Centring and shuttering including strutting proping etc. and removal of form work for:
10	a) Foundation and plinth
11	b) Walls 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 : 1.50 : 3 (1 cement : 1.50coarse 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 : 1.50 : 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	Foundation Footings, Column, pillar and piers
18	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	Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
22	Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
23	Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth.
24	Extra for half brick masonry in superstructure above plinth level and up to floor two level.
25	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.
26	Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position.
27	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws.
28	38mm thick best available local wood class - B I
29	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.
30	a) Best available local wood class B-I
31	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.
32	Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
33	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.
34	a) Ornamental grill.
35	Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete.
36	a) 300x16mm
37	Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete.
38	a) 300x10mm
39	b) 150x10mm
40	Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete.
41	a) 125mm
42	b) 100mm
43	Providing and fixing MS Hooks and Eyes. A) 250 mm
44	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).
45	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.
46	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.
47	40 mm thick
48	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.
49	a) 0.63 mm thick GI sheet
50	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.
51	a) 0.63 mm thick GI sheet
52	Providing and fixing 3 mm thick hard board sheet ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately).
53	Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling.
54	a) Best local approved quality wood.
55	Extra for making chamfered edges of beading.
56	15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
57	12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
58	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.
59	Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
60	White washing with whiting on new work (three or more coats) to give even shade.
61	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.
62	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.
63	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.
64	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.
65	Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).
66	c) 25 mm nominal bore
67	Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).
68	a) 15 mm nominal bore
69	Providing and fixing brass bib cock of approved quality.
70	a)15 mm nominal bore
71	Providing and fixing brass stop cock of approved quality.
72	a) 15 mm nominal bore
73	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.
74	b) Flat back wash basin size 550x400 mm with single 15 mm CP brass pillar taps of heavy quality.
75	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.
76	b) Orissa type WC pan
77	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.
78	a) 100 mm dia SW pipes
79	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.
80	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).
81	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.
82	Add electrification 12.50%
83	Sh: 25 bedded (Bunk bed)
84	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.
85	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
86	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
87	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:
88	a) Foundations and plinth
89	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:
90	a) Foundations and plinth
91	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
92	a) 1 :1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
93	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.
94	a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
95	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.
96	a)1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
97	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).
98	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).
99	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).
100	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).
101	Centring and shuttering including strutting, propping etc and removal of form work for :
102	a) Foundation, footings, bases of columns etc. and mass concrete.
103	c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
104	d) Lintels, beams, girders, bressumers and cantilevers etc.
105	f) Stairs (excluding landings) except spiral stair cases.
106	Reinforcement of RCC work including bending, binding and placing in position complete.
107	b) Tar/TMT steel
108	Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
109	Extra for half brick masonry in superstructure above plinth level and up to floor two level.
110	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.
111	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.
112	Extra for pre-cast cement concrete block masonry in superstructure above plinth level up to floor two level.
113	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.
114	Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
115	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
116	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) :
117	1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868,Minimum anodic coating of grade SC 15)
118	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.
119	(a). 40 mm thick
120	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.
121	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.
122	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.
123	(a). 18 mm thick
124	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:
125	a) Light shades using white cement
126	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).
127	b) 100 mm diameter pipe
128	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.
129	b) 100 mm diameter
130	12 mm cement plaster 1 : 4 (1 cement : 3 fine sand).
131	15 mm cement plaster 1 : 6(1 cement : 6fine sand) on the rough side of single or half brick wall.
132	20 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
133	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.
134	Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
135	Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
136	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
137	Applying priming coat with ready mixed genuine red lead paint of approved brand and manufacture on steel work.
138	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
139	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.
140	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.
141	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.
142	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.
143	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
144	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.
145	a) 100 mm dia SW pipes
146	Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).
147	a) 15 mm nominal bore
148	Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).
149	c) 25 mm nominal bore
150	Providing and fixing brass bib cock of approved quality.
151	a)15 mm nominal bore
152	Providing and fixing brass stop cock of approved quality.
153	a) 15 mm nominal bore
154	Providing and fixing PVC connection pipe with brass union.
155	1) 45 cm length
156	a) 15 mm nominal bore
157	Providing and fixing Sintex water tank.
158	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.
159	b) Orissa Pattern WC Pan
160	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.
161	a) Flat back wash basin size 550x400 mm with single 15 mm CP brass pillar taps of heavy quality.
162	Providing and fixing kitchen sink including making all connection excluding cost of fittings.a) White glazed fire clay sink size 600x450x150 mm
163	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.
164	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
165	Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.
166	a) 100 mm dia
167	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.
168	a) 100 x 100 x 100 mm
169	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.
170	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).
171	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.
172	Add 12.50% Electrification
173	SH : SEPTIC TANK
174	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.
175	a) Ordinary Soil
176	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.
177	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 :
178	a) Foundations and plinth
179	b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
180	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 :
181	a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
182	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).
183	Reinforcement of RCC work including bending, binding and placing in position complete.
184	b) Tar/TMT steel
185	Centring and shuttering including strutting proping etc. and removal of form work for:
186	b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
187	c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
188	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.
189	a) 100 mm dia SW pipes
190	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.
191	a) 100 mm dia SW pipes
192	( Sh:- Type-II)
193	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.
194	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.
195	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.
196	Centring and shuttering including strutting, propping etc and removal of form work for :-
197	a)Column, pillars, posts and struts etc.
198	b)Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc.
199	c)Lintels, beams, girders, bressumers and cantilevers etc.
200	d)Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
201	Reinforcement of RCC work including bending, binding and placing in position complete. :-
202	a)Cold twisted bars.
203	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. :-
204	a)1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
205	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.
206	a)1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
207	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).
208	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:
209	a)Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
210	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.
211	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.
212	Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position.
213	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.
214	a)0.63 mm thick GI sheet
215	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws.
216	a)38 mm thick best available local wood, class - B - I
217	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
218	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
219	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.
220	a)40 mm thick
221	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).
222	Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling.
223	a)Best local approved quality wood.
224	Extra for making chamfered edges of beading.
225	12 mm cement plaster 1 : 5 (1 cement : 5 fine sand).
226	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.
227	a)Ornamental grill.
228	Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
229	White washing with whiting on new work (three or more coats) to give even shade.
230	Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
231	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.
232	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.
233	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.
234	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.
235	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).
236	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.
237	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.
238	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:
239	a)Light shades using white cement
240	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.
241	a)Medium shade pigment with approximately 50% white cement and 50% ordinary cement.
242	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.
243	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).
244	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.
245	Providing and fixing 25 mm dia first class Indian teak wood curtain rods with brackets plugs etc wherever required.
246	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.
247	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).
248	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.
249	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.
250	a)WC pan with white plastic seat and lid.
251	Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC.
252	a)250 x 125 x 25 mm
253	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.
254	Add electrification 12.50%
255	Add Furniture
256	Almirah
257	Study Table
258	Dining Table
259	Dining chair
260	(Sh: Kitchen cum dinning hall)
261	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.
262	a) Ordinary Soil
263	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
264	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
265	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.
266	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 :
267	b) Walls i/c attached buttresses, pilasters and their caps and bases and string course etc. up to floor two level.
268	Centring and shuttering including strutting proping etc. and removal of form work for :
269	a) Foundation and plinth
270	c) Walls including attached buttresses, pilasters etc.
271	d) Lintels, beams, girders, bressumers and cantilevers etc.
272	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
273	a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
274	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.
275	a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). Cum
276	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.
277	a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
278	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)
279	Reinforcement of RCC work including bending, binding and placing in position complete
280	a) Cold twisted bars.
281	Brick work with best available bricks in foundation and plinth in cement mortor 1:6 ( 1 cement 6 fine sand)
282	Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
283	Half brick masonry (with best available local bricks) in cement mortor 1:4 (1 cement : 4 coarse sand) in foundation and plinth
284	Extra for half brick masonry in superstructure above plinth level and upto floor level
285	Brick work with best available bricks 75 mmm thick in cement mortor 1:3 (1 Cement : 3 course sand)
286	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.
287	Providing approved best available local wood (Class-BII) work in frames of false ceiling, partition and trusses etc sawn and put up in position.
288	Providing and fixing panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c aluminium butt hings with necessary screws.
289	a) 38mm thick best available local wood Class - BI
290	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.
291	a) Best available local wood Class B-I
292	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.
293	a) Ornamental Grill.
294	Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
295	Providing and fixing Alu sliding door bolts, bright finished or and black enamelled with nuts and screws etc. complete
296	b) 300 x 16 mm
297	Providing and fixing MS Tower bolts(Barrel type) with necessary screws etc. complete.
298	a) 250 x 10 mm
299	b) 150 x 10 mm
300	Providing and fixing MS Handle with necessary screws etc. complete
301	a) 125 mm
302	b) 100 mm
303	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)
304	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)
305	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.
306	a) 0.63 mm thick G.I. sheet.
307	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.
308	a) 0.63 mm thick G.I. Sheet.
309	Providing and fixing 4.00 mm thick ply wood ceiling of app. Quality with necessary nails complete.
310	Providing and fixing plain square edge wooden beading 38x12 mm section with screws of app. Quality for ceiling.
311	a) Best local approved quality wood.
312	Extra for making edges of beading.
313	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.
314	a) 75 mm thick
315	12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
316	12 mm cement plaster 1 : 5 (1 cement : 5 fine sand).
317	Painting two or more coats with oil (type wood preservation of app. Brand and manufacuture on new work.
318	Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
319	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.
320	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.
321	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
322	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
323	SH : SANITARY WORKS
324	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
325	a) Flat back wash basin size 550 x 400 mm with a pair of 15mm CP brass pillar taps of heavy quality
326	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
327	a) Long pan pattern WC Pan.
328	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.
329	a) 100 mm dia SW pipes
330	Providingand and laying and jointing cement concrete 1:5:10( 1 cement: 5 lime sand: 10 graded stone Agg. 40 mm nominal size) all around SW pipe including bed concrete 15 mm thick as per standred design
331	a) 100 mm dia SW pipes
332	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.
333	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
334	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
335	Add 12.50% Electrification Please Enable Macros to View BoQ information

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Tender For Construction Of Academic Block, 25 Bedded (Bunk Bed) Hostel, 01 Type Ii Teacher Qtrs, Kitchen Cum Dinning Hall At Govt. Iv School, Pillong Maling., Upper Subansiri-Arunachal Pradesh

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Tender For Construction Of Academic Block, 25 Bedded (Bunk Bed) Hostel, 01 Type Ii Teacher Qtrs, Kitchen Cum Dinning Hall At Govt. Iv School, Pillong Maling., Upper Subansiri-Arunachal Pradesh

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