Tender For Construction Of Community Hall Under Vvp Schemes Under Cd-Block Paniasang, Kurung Kumey-Arunachal Pradesh

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Kurung Kumey , Arunachal Pradesh

Tender Brief : Tender For Construction of Community Hall Under Vvp Schemes Under Cd-Block Paniasang

Document Fees
₹ 5000 /-

EMD
₹ 265950.0 /-

Tender Value
Refer document

Submission Date
30-03-2026

Competition Type
Indian

Bidding Type
Tender

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1	SH:- Community Hall at Humme
2	Earth work in excavation over area i/c disposal of excavated earth lead up to 50m and lift up to 1.5m and disposed soil to be levelled and neatly
3	a) Hard Soil - 40 %
4	b) Hard Soil - 60 %
5	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.
6	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.
7	Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild steel.
8	Centring and shuttering including strutting proping etc. and removal of form work for:
9	a) Foundations and plinth.
10	c) Columns, pillars and piers.
11	d) Lintels, beams, girders, bressumers and cantilevers etc.
12	Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth
13	Reinforcement cement concrete work in columns, pillars,post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M20 (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	Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but xcluding the cost of reinforcement with M20( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
16	Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1cement : 4 fine sand).
17	Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
18	Extra for half brick masonry in superstructure above plinth level and up to floor two level.
19	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.
20	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).
21	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
22	Filling in plinth with sand under floors including watering, ramming, consolidating anddressing complete.
23	Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately).
24	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.
25	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 umen washers complete. (b) 0.63 mm thick GI sheet
26	Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed olts and nuts or by screws. (b) Ornamental grill.
27	Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
28	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and lerestory windows including aluminium butt nges with necessary screws.a) 38mm thick best available local wood class - B I
29	15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
30	12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
31	6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand).
32	Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position.
33	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).
34	Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling.
35	Extra for making chamfered edges of beading.
36	Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
37	Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
38	Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
39	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.
40	Applying one coat of cement primer of approved brand and manufacture on wall surface.
41	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. b) 50 mm thick
42	Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement : 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand).
43	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 aggrigate 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.
44	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.
45	Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
46	Earthwork in excavation 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) including banking in 20 cm layer and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 30 m and lift upto 1.50 m.
47	Extra for every additional lift of 1.50 m or part thereof for earthwork in all soils including shingles, small size boulders upto 30 cm size but excluding saturated soil and rock.
48	Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
49	a) Foundations and plinth
50	Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in :
51	b) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
52	Centring and shuttering including strutting, propping etc and removal of form work for :
53	b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
54	c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
55	Reinforcement of RCC work including bending, binding and placing in position complete.
56	b) Cold twisted bars.
57	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 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
58	12 mm cement plaster 1:3 (1 cement : 3 fine sand).
59	Neat cement punning
60	Providing and fixing of 75 mm S.C.I/CI vent pipe in position as per direction of Engineer-in-Charge.
61	Providing and fixing of 75 mm Cowl (C.I.) in position as per direction of Engineer-in-Charge.
62	Providing and fixing of 100 mm S.W./C.I. Tee in position as per direction of Engineer-in-Charge.
63	Providing and laying jointly glazed stone ware pipe grade 'A' with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) i/c testing of joints etc. complete.
64	100 mm dia S.W.pipes
65	Providing and fixing C.I. 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 23 kg and weight of frame 15 kg) as per direction of Engineer in charge.
66	SH:- Community Hall at Tarba
67	Earth work in excavation over area i/c disposal of excavated earth lead up to 50m and lift up to 1.5m and disposed soil to be levelled and neatly
68	a) Hard Soil - 40 %
69	b) Hard Soil - 60 %
70	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.
71	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.
72	Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild steel.
73	Centring and shuttering including strutting proping etc. and removal of form work for:
74	a) Foundations and plinth.
75	c) Columns, pillars and piers.
76	d) Lintels, beams, girders, bressumers and cantilevers etc.
77	Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth
78	Reinforcement cement concrete work in columns, pillars,post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
79	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.
80	Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but xcluding the cost of reinforcement with M20( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
81	Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1cement : 4 fine sand).
82	Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
83	Extra for half brick masonry in superstructure above plinth level and up to floor two level.
84	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.
85	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).
86	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
87	Filling in plinth with sand under floors including watering, ramming, consolidating anddressing complete.
88	Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately).
89	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.
90	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 umen washers complete. (b) 0.63 mm thick GI sheet
91	Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed olts and nuts or by screws. (b) Ornamental grill.
92	Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
93	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and lerestory windows including aluminium butt nges with necessary screws.a) 38mm thick best available local wood class - B I
94	15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
95	12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
96	6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand).
97	Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position.
98	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).
99	Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling.
100	Extra for making chamfered edges of beading.
101	Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
102	Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
103	Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
104	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.
105	Applying one coat of cement primer of approved brand and manufacture on wall surface.
106	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. b) 50 mm thick
107	Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement : 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand).
108	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 aggrigate 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.
109	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.
110	Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
111	Earthwork in excavation 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) including banking in 20 cm layer and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 30 m and lift upto 1.50 m.
112	Extra for every additional lift of 1.50 m or part thereof for earthwork in all soils including shingles, small size boulders upto 30 cm size but excluding saturated soil and rock.
113	Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
114	a) Foundations and plinth
115	Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in :
116	b) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
117	Centring and shuttering including strutting, propping etc and removal of form work for :
118	b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
119	c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
120	Reinforcement of RCC work including bending, binding and placing in position complete.
121	b) Cold twisted bars.
122	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 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
123	12 mm cement plaster 1:3 (1 cement : 3 fine sand).
124	Neat cement punning
125	Providing and fixing of 75 mm S.C.I/CI vent pipe in position as per direction of Engineer-in-Charge.
126	Providing and fixing of 75 mm Cowl (C.I.) in position as per direction of Engineer-in-Charge.
127	Providing and fixing of 100 mm S.W./C.I. Tee in position as per direction of Engineer-in-Charge.
128	100 mm dia S.W.pipes
129	Providing and fixing C.I. 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 23 kg and weight of frame 15 kg) as per direction of Engineer in charge.
130	SH:- Community Hall at Nissuk
131	Earth work in excavation over area i/c disposal of excavated earth lead up to 50m and lift up to 1.5m and disposed soil to be levelled and neatly
132	a) Hard Soil - 40 %
133	b) Hard Soil - 60 %
134	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.
135	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.
136	Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild steel.
137	Centring and shuttering including strutting proping etc. and removal of form work for:
138	a) Foundations and plinth.
139	c) Columns, pillars and piers.
140	d) Lintels, beams, girders, bressumers and cantilevers etc.
141	Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth
142	Reinforcement cement concrete work in columns, pillars,post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
143	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.
144	Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but xcluding the cost of reinforcement with M20( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
145	Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1cement : 4 fine sand).
146	Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
147	Extra for half brick masonry in superstructure above plinth level and up to floor two level.
148	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.
149	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).
150	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
151	Filling in plinth with sand under floors including watering, ramming, consolidating anddressing complete.
152	Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately).
153	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.
154	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 umen washers complete. (b) 0.63 mm thick GI sheet
155	Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed olts and nuts or by screws. (b) Ornamental grill.
156	Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
157	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and lerestory windows including aluminium butt nges with necessary screws.a) 38mm thick best available local wood class - B I
158	15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
159	12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
160	6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand).
161	Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position.
162	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).
163	Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling.
164	Extra for making chamfered edges of beading.
165	Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
166	Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
167	Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
168	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.
169	Applying one coat of cement primer of approved brand and manufacture on wall surface.
170	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. b) 50 mm thick
171	Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement : 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand).
172	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 aggrigate 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.
173	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.
174	Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
175	Earthwork in excavation 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) including banking in 20 cm layer and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 30 m and lift upto 1.50 m.
176	Extra for every additional lift of 1.50 m or part thereof for earthwork in all soils including shingles, small size boulders upto 30 cm size but excluding saturated soil and rock.
177	Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
178	a) Foundations and plinth
179	Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in :
180	b) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
181	Centring and shuttering including strutting, propping etc and removal of form work for :
182	b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
183	c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
184	Reinforcement of RCC work including bending, binding and placing in position complete.
185	b) Cold twisted bars.
186	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 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
187	12 mm cement plaster 1:3 (1 cement : 3 fine sand).
188	Neat cement punning
189	Providing and fixing of 75 mm S.C.I/CI vent pipe in position as per direction of Engineer-in-Charge.
190	Providing and fixing of 75 mm Cowl (C.I.) in position as per direction of Engineer-in-Charge.
191	Providing and fixing of 100 mm S.W./C.I. Tee in position as per direction of Engineer-in-Charge.
192	Providing and laying jointly glazed stone ware pipe grade 'A' with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) i/c testing of joints etc. complete.
193	100 mm dia S.W.pipes
194	Providing and fixing C.I. 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 23 kg and weight of frame 15 kg) as per direction of Engineer in charge.
195	SH:- Community Hall at Rane
196	Earth work in excavation over area i/c disposal of excavated earth lead up to 50m and lift up to 1.5m and disposed soil to be levelled and neatly
197	a) Hard Soil - 40 %
198	b) Hard Soil - 60 %
199	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.
200	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.
201	Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild steel.
202	Centring and shuttering including strutting proping etc. and removal of form work for:
203	a) Foundations and plinth.
204	c) Columns, pillars and piers.
205	d) Lintels, beams, girders, bressumers and cantilevers etc.
206	Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth
207	Reinforcement cement concrete work in columns, pillars,post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
208	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.
209	Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but xcluding the cost of reinforcement with M20( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
210	Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1cement : 4 fine sand).
211	Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
212	Extra for half brick masonry in superstructure above plinth level and up to floor two level.
213	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.
214	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).
215	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
216	Filling in plinth with sand under floors including watering, ramming, consolidating anddressing complete.
217	Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately).
218	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.
219	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 umen washers complete. (b) 0.63 mm thick GI sheet
220	Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed olts and nuts or by screws. (b) Ornamental grill.
221	Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
222	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and lerestory windows including aluminium butt nges with necessary screws.a) 38mm thick best available local wood class - B I
223	15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
224	12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
225	6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand).
226	Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position.
227	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).
228	Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling.
229	Extra for making chamfered edges of beading.
230	Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
231	Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
232	Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
233	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.
234	Applying one coat of cement primer of approved brand and manufacture on wall surface.
235	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. b) 50 mm thick
236	Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement : 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand).
237	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 aggrigate 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.
238	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.
239	Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
240	Earthwork in excavation 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) including banking in 20 cm layer and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 30 m and lift upto 1.50 m.
241	Extra for every additional lift of 1.50 m or part thereof for earthwork in all soils including shingles, small size boulders upto 30 cm size but excluding saturated soil and rock.
242	Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
243	a) Foundations and plinth
244	Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in :
245	b) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
246	Centring and shuttering including strutting, propping etc and removal of form work for :
247	b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
248	c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
249	Reinforcement of RCC work including bending, binding and placing in position complete.
250	b) Cold twisted bars.
251	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 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
252	12 mm cement plaster 1:3 (1 cement : 3 fine sand).
253	Neat cement punning
254	Providing and fixing of 75 mm S.C.I/CI vent pipe in position as per direction of Engineer-in-Charge.
255	Providing and fixing of 75 mm Cowl (C.I.) in position as per direction of Engineer-in-Charge.
256	Providing and fixing of 100 mm S.W./C.I. Tee in position as per direction of Engineer-in-Charge.
257	Providing and laying jointly glazed stone ware pipe grade 'A' with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) i/c testing of joints etc. complete.
258	100 mm dia S.W.pipes
259	Providing and fixing C.I. 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 23 kg and weight of frame 15 kg) as per direction of Engineer in charge. Please Enable Macros to View BoQ information

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Tender For Construction Of Community Hall Under Vvp Schemes Under Cd-Block Paniasang, Kurung Kumey-Arunachal Pradesh

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