Tender For Construction Of Rcc Building For Sub-Division Office At Mechukha, Shi Yomi-Arunachal Pradesh

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Shi Yomi , Arunachal Pradesh

Tender Brief : Tender For Construction Of Rcc Building For Sub-Division Office At Mechukha

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₹ 553000.0 /-

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Submission Date
11-02-2026

Competition Type
Indian

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1	SH : BOUNDARY WALL
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, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
3	Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth
4	Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
5	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : (a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
6	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).
7	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.(a)M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
8	Centering and shuttering including strutting, propping etc. and removal of form for a) Foundation, footings, bases of columns etc. and mass concrete.
9	b) Lintels, beams, girders, bressumers and cantilevers etc
10	c) Columns, Pillars, Piers, Abutments, Posts and Struts
11	Reinforcement of RCC work including bending, binding and placing in position complete.a) Tar/ TMT steel
12	Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. a) In Tees, Angles and Channels
13	(b) Providing and fixing Barbed Wire
14	12 mm cement plaster of mix : (a) 1:4 (1 cement: 4 coarse sand)
15	20 mm cement plaster 1 : 4 (1 cement : 4fine sand).
16	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.
17	Finishing walls with water proofing cement paint of required shade : (a)New work (Two or more coats applied @ 3.84 kg/10 sqm)
18	SH : GATE
19	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 urplus soil as directed within a lead of 50m.
20	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.
21	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
22	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).
23	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 andeinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
24	Centering and shuttering including strutting, propping etc. and removal of form fora) Foundations, footings, bases of columns, etc. for mass concrete
25	b) Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick.
26	c) Columns, Pillars, Piers, Abutments, Posts and Struts
27	Reinforcement of RCC work including bending, binding and placing in position complete. (a) Tar/ TMT steel
28	Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. (a) In Tees, Angles, Flats and Channels
29	Welding by Electric plant
30	12 mm cement plaster of mix : (a) 1:4 (1 cement: 4 coarse sand)
31	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.
32	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.
33	SH : MAIN OFFICE BUILDING
34	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, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
35	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
36	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
37	Providing and laying in foundations and plinth 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.
38	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)M20
39	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.b)1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
40	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).
41	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 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
42	Brick work with best available local bricks in foundations and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
43	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.
44	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws.a) 38mm thick best available local wood class - B I
45	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).
46	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).c) 150mm diameter pipe
47	Providng and fixing Aluminium door bolt
48	Providing and fixing MS Butt hings for door and window
49	Providing and fixing A/Tower bolt 300 x 10
50	Providing fixing Hock & eye(300mm)
51	Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold Twisted bar
52	Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.
53	b) Column pillar post and struts etc.
54	c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
55	d) Lintel beam girder etc.
56	e) Staircases
57	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.a) 75 mm thick
58	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. (a) Size of Tile 600x600 mm.
59	12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
60	Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
61	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.
62	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.
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 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.
65	Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). b) 20 mm nominal bore
66	Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).a) 32mm nominal bore
67	Providing and fixing brass stop cock of approved quality.a) 20 mm nominal bore
68	Providing and fixing brass bib cock of approved quality.a)20 mm nominal bore
69	Providing and fixing PVC connection pipe with brass unionB) 30 cm length
70	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.b) Long Pan Pattern WC Pan
71	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.a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality.
72	Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.a) 100 mm dia
73	c) 50 mm dia
74	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. a) 100 x 100 x 100 mm
75	Making main hole Size 90 x 80 x 45 cm
76	Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet roofing fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses. Details of cost for 179.655 Sq.m.Laying and fixing 20 sheets in 3 row require Overall Sheet area of 20 x 3 x 3.05 x 1.072 plus 3% wastages = 202.061 Sqm After H & L laping as permanufacturer\"s specification, effective Area Measurable will be 20 x 3x 2.95 x 1.015 = 179.655 Sqmb) 0.63 mm thick GI sheet
77	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.
78	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).
79	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 cementmortar 1 : 2 (1 cement : 2 fine sand).
80	SH : CONSTRUCTION OF SEPTIC TANK
81	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, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
82	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 : a) Foundations and plinth
83	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
84	Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
85	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 : (a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size).
86	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 : (a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size).
87	12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
88	Neat cement punning.
89	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.
90	Reinforcement of RCC work including bending, binding and placing in position complete.a) Tar/ TMT steel
91	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.a) 100 x 100 x 100 mm
92	Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. a) 100 mm dia
93	Providing and fixing terminal guard : 100 mm. (a) Sand cast iron S&S as per IS - 1729.
94	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 15cm thick as per standard design. a) 100 mm dia SW pipes
95	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. (a) 100x100x100 mm.
96	Centring and shuttering including strutting, propping etc. and removal of form work for:a) Foundation, footings, bases of columns etc. and mass concrete.
97	b) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
98	c) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
99	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. 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).
100	SH : PROVIDING AND FIXING ELECTIFICATION

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Sl. No.	Item Description
1	SH : BOUNDARY WALL
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, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
3	Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth
4	Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
5	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : (a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
6	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).
7	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.(a)M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
8	Centering and shuttering including strutting, propping etc. and removal of form for a) Foundation, footings, bases of columns etc. and mass concrete.
9	b) Lintels, beams, girders, bressumers and cantilevers etc
10	c) Columns, Pillars, Piers, Abutments, Posts and Struts
11	Reinforcement of RCC work including bending, binding and placing in position complete.a) Tar/ TMT steel
12	Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. a) In Tees, Angles and Channels
13	(b) Providing and fixing Barbed Wire
14	12 mm cement plaster of mix : (a) 1:4 (1 cement: 4 coarse sand)
15	20 mm cement plaster 1 : 4 (1 cement : 4fine sand).
16	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.
17	Finishing walls with water proofing cement paint of required shade : (a)New work (Two or more coats applied @ 3.84 kg/10 sqm)
18	SH : GATE
19	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 urplus soil as directed within a lead of 50m.
20	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.
21	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
22	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).
23	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 andeinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
24	Centering and shuttering including strutting, propping etc. and removal of form fora) Foundations, footings, bases of columns, etc. for mass concrete
25	b) Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick.
26	c) Columns, Pillars, Piers, Abutments, Posts and Struts
27	Reinforcement of RCC work including bending, binding and placing in position complete. (a) Tar/ TMT steel
28	Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. (a) In Tees, Angles, Flats and Channels
29	Welding by Electric plant
30	12 mm cement plaster of mix : (a) 1:4 (1 cement: 4 coarse sand)
31	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.
32	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.
33	SH : MAIN OFFICE BUILDING
34	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, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
35	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
36	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
37	Providing and laying in foundations and plinth 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.
38	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)M20
39	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.b)1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
40	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).
41	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 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
42	Brick work with best available local bricks in foundations and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
43	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.
44	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws.a) 38mm thick best available local wood class - B I
45	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).
46	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).c) 150mm diameter pipe
47	Providng and fixing Aluminium door bolt
48	Providing and fixing MS Butt hings for door and window
49	Providing and fixing A/Tower bolt 300 x 10
50	Providing fixing Hock & eye(300mm)
51	Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold Twisted bar
52	Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.
53	b) Column pillar post and struts etc.
54	c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
55	d) Lintel beam girder etc.
56	e) Staircases
57	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.a) 75 mm thick
58	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. (a) Size of Tile 600x600 mm.
59	12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
60	Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
61	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.
62	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.
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 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.
65	Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). b) 20 mm nominal bore
66	Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).a) 32mm nominal bore
67	Providing and fixing brass stop cock of approved quality.a) 20 mm nominal bore
68	Providing and fixing brass bib cock of approved quality.a)20 mm nominal bore
69	Providing and fixing PVC connection pipe with brass unionB) 30 cm length
70	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.b) Long Pan Pattern WC Pan
71	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.a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality.
72	Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.a) 100 mm dia
73	c) 50 mm dia
74	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. a) 100 x 100 x 100 mm
75	Making main hole Size 90 x 80 x 45 cm
76	Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet roofing fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses. Details of cost for 179.655 Sq.m.Laying and fixing 20 sheets in 3 row require Overall Sheet area of 20 x 3 x 3.05 x 1.072 plus 3% wastages = 202.061 Sqm After H & L laping as permanufacturer\"s specification, effective Area Measurable will be 20 x 3x 2.95 x 1.015 = 179.655 Sqmb) 0.63 mm thick GI sheet
77	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.
78	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).
79	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 cementmortar 1 : 2 (1 cement : 2 fine sand).
80	SH : CONSTRUCTION OF SEPTIC TANK
81	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, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
82	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 : a) Foundations and plinth
83	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
84	Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
85	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 : (a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size).
86	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 : (a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size).
87	12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
88	Neat cement punning.
89	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.
90	Reinforcement of RCC work including bending, binding and placing in position complete.a) Tar/ TMT steel
91	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.a) 100 x 100 x 100 mm
92	Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. a) 100 mm dia
93	Providing and fixing terminal guard : 100 mm. (a) Sand cast iron S&S as per IS - 1729.
94	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 15cm thick as per standard design. a) 100 mm dia SW pipes
95	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. (a) 100x100x100 mm.
96	Centring and shuttering including strutting, propping etc. and removal of form work for:a) Foundation, footings, bases of columns etc. and mass concrete.
97	b) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
98	c) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
99	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. 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).
100	SH : PROVIDING AND FIXING ELECTIFICATION

Tender For Construction Of Rcc Building For Sub-Division Office At Mechukha, Shi Yomi-Arunachal Pradesh

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