Tender For Construction Of Multipurpose Hall At Taza Happa, Pakke Kessang District., Pakke Kessang-Arunachal Pradesh

TDR : 50507193

Tender Notice
BOQ

Expired

Pakke Kessang , Arunachal Pradesh

Tender Brief : Tender For Construction Of Multipurpose Hall At Taza Happa, Pakke Kessang District.

Document Fees
₹ 2000 /-

EMD
₹ 191000.0 /-

Tender Value
Refer document

Submission Date
11-08-2025

Competition Type
Indian

Bidding Type
Tender

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1	SH: Site Development
2	Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)a)In area of thorny jungle
3	Excavation in Hilly Areas in Ordinary Rock by Mechanical Means: Excavation inHilly Area in Ordinary Rock by Mechanical Means not Required Blasting including cutting and trimming of side slopes and disposal of cut material with all lift and lead upto 1000 metres.
4	Disposal of excavated earth on barren valley side.
5	SH: Multipurpose Hall
6	SH: EARTH WORK
7	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.
8	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
9	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
10	Filling in plinth with sand under floor including watering, ramming, consolidation and dressing complete.
11	SH: CEMENT CONCRETE WORK
12	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.
13	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: Foundation
14	SH: RCC WORK
15	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : 1 :1.5 :3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
16	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. a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
17	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) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
18	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 M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
19	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 M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
20	Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete.
21	b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
22	c) Lintels, beams, girders, bressumers and cantilevers etc.
23	d) Column, pillars, posts and struts etc.
24	e) Suspended floor, chajja, cantiliver
25	f) Staircase
26	Reinforcement of RCC work including bending, binding and placing in position complete.
27	SH: BRICKWORK
28	Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).
29	Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level
30	Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
31	Extra for half brick masonary in superstructure above floor two level.
32	SH: WOOD WORK
33	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.
34	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. 38mm thick best available local wood class - B I
35	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).
36	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. a) Plain grill
37	Providing and fixing 12 mm thick and 100 mm wide pelmet with 25 mm dia wooden curtain rod and brackets including fixing with 25 x 3 mm MS flat 10 cm long and plugs etc complete. Timber class - A IV
38	Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete. a) 300x16mm
39	b) 250x16mm
40	Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete.a) 250x10mm
41	b) 150x10mm
42	Providing and fixing MS handles with necessary screws etc complete.a) 125mm
43	b) 100mm
44	Providing and fixing MS Hooks and Eyes.300mm
45	SH: STEEL WORK
46	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.
47	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel (GI Pipes)
48	Providing and fixing in position collapsible steel shutters with vertical channels 20 mm x 10 mm x 2 mm and braced with flat iron diagonals 20 mm x 5 mm size with top and bottom rails of T iron 40 mm x 40 mm x 6 mm with 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles including applying a priming coat of red lead paint.
49	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).
50	Weilding by electric plant
51	SH: FLOORING WORK
52	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) 40mm thick
53	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., completeb) Size of Tile 600x600 mm
54	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( 1cement: 3coarse sand), including grouting the joint with white cement & matching pigments etc. complete.b) Size of Tile 600x600 mm
55	White glazed tiles/colour tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry
56	SH: ROOFING WORK
57	Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Blue scope 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
58	Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet ridges fixed with necessary fasteners and lapping method as described by themanufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses.
59	SH: FINISHING
60	12 mm cement plaster 1 : 5(1 cement : 5 fine sand)
61	15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
62	Distempering (two or more coats) with oil bound washable distemper of approved brand and anufacture 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	Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
64	Applying priming coat with ready mixed genuine red lead paint of approved brand and manufacture on steel work.
65	SH: MISCELLANEOUS
66	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.
67	SH: DRAIN
68	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.
69	Providing laying and jointing glazed stone ware/PVC 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/PVC pipes
70	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/PVC pipes
71	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.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)
72	Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mm dia 1.80 m long complete as per standard design
73	SH: WATER SUPPLY
74	Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).a) 15 mm nominal bore
75	Providing and fixing GI pipe with GI fittings including trenching and refilling etc (External Work) 32mm dia nominal bore
76	Providing and fixing brass bib cock of approved quality.a)15 mm nominal bore
77	Providing and fixing brass stop cock of approved qualitya)15 mm nominal bore
78	Providing and fixing PVC connection pipe with brass unionB) 45 cm lengtha)15 mm nominal bore
79	SH: SANITARY WORKS
80	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.a) Long Pan Pattern WC Pan
81	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.
82	SH: TOILET REQUISITES
83	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.
84	Internal Wiring on Building Portion
85	External Electrical Service Connection
86	SEPTIC TANK
87	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.
88	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.
89	Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
90	Providing and laying cement concrete 1:2:4(1cement:2coarsesand:4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : Foundation
91	Centring and shuttering including strutting, propping etc and removal of form work for :Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
92	Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild Steel bars.
93	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).
94	12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
95	Neat cement punning.
96	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.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), cement concrete 1 : 4 : 8.
97	(SH: CC PavementDetails of 70.00 Mtr)
98	Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
99	Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc and rerolling the sub grade.
100	Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) 401 )(i) for grading- I Material
101	Centring and shuttering including strutting proping etc. and removal of form work for:a) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
102	Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. )

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Tender For Construction Of Multipurpose Hall At Taza Happa, Pakke Kessang District., Pakke Kessang-Arunachal Pradesh

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Sl. No.	Item Description
1	SH: Site Development
2	Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)a)In area of thorny jungle
3	Excavation in Hilly Areas in Ordinary Rock by Mechanical Means: Excavation inHilly Area in Ordinary Rock by Mechanical Means not Required Blasting including cutting and trimming of side slopes and disposal of cut material with all lift and lead upto 1000 metres.
4	Disposal of excavated earth on barren valley side.
5	SH: Multipurpose Hall
6	SH: EARTH WORK
7	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.
8	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
9	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
10	Filling in plinth with sand under floor including watering, ramming, consolidation and dressing complete.
11	SH: CEMENT CONCRETE WORK
12	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.
13	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: Foundation
14	SH: RCC WORK
15	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : 1 :1.5 :3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
16	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. a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
17	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) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
18	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 M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
19	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 M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
20	Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete.
21	b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
22	c) Lintels, beams, girders, bressumers and cantilevers etc.
23	d) Column, pillars, posts and struts etc.
24	e) Suspended floor, chajja, cantiliver
25	f) Staircase
26	Reinforcement of RCC work including bending, binding and placing in position complete.
27	SH: BRICKWORK
28	Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).
29	Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level
30	Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
31	Extra for half brick masonary in superstructure above floor two level.
32	SH: WOOD WORK
33	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.
34	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. 38mm thick best available local wood class - B I
35	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).
36	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. a) Plain grill
37	Providing and fixing 12 mm thick and 100 mm wide pelmet with 25 mm dia wooden curtain rod and brackets including fixing with 25 x 3 mm MS flat 10 cm long and plugs etc complete. Timber class - A IV
38	Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete. a) 300x16mm
39	b) 250x16mm
40	Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete.a) 250x10mm
41	b) 150x10mm
42	Providing and fixing MS handles with necessary screws etc complete.a) 125mm
43	b) 100mm
44	Providing and fixing MS Hooks and Eyes.300mm
45	SH: STEEL WORK
46	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.
47	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel (GI Pipes)
48	Providing and fixing in position collapsible steel shutters with vertical channels 20 mm x 10 mm x 2 mm and braced with flat iron diagonals 20 mm x 5 mm size with top and bottom rails of T iron 40 mm x 40 mm x 6 mm with 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles including applying a priming coat of red lead paint.
49	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).
50	Weilding by electric plant
51	SH: FLOORING WORK
52	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) 40mm thick
53	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., completeb) Size of Tile 600x600 mm
54	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( 1cement: 3coarse sand), including grouting the joint with white cement & matching pigments etc. complete.b) Size of Tile 600x600 mm
55	White glazed tiles/colour tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry
56	SH: ROOFING WORK
57	Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Blue scope 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
58	Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet ridges fixed with necessary fasteners and lapping method as described by themanufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses.
59	SH: FINISHING
60	12 mm cement plaster 1 : 5(1 cement : 5 fine sand)
61	15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
62	Distempering (two or more coats) with oil bound washable distemper of approved brand and anufacture 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	Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
64	Applying priming coat with ready mixed genuine red lead paint of approved brand and manufacture on steel work.
65	SH: MISCELLANEOUS
66	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.
67	SH: DRAIN
68	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.
69	Providing laying and jointing glazed stone ware/PVC 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/PVC pipes
70	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/PVC pipes
71	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.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)
72	Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mm dia 1.80 m long complete as per standard design
73	SH: WATER SUPPLY
74	Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).a) 15 mm nominal bore
75	Providing and fixing GI pipe with GI fittings including trenching and refilling etc (External Work) 32mm dia nominal bore
76	Providing and fixing brass bib cock of approved quality.a)15 mm nominal bore
77	Providing and fixing brass stop cock of approved qualitya)15 mm nominal bore
78	Providing and fixing PVC connection pipe with brass unionB) 45 cm lengtha)15 mm nominal bore
79	SH: SANITARY WORKS
80	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.a) Long Pan Pattern WC Pan
81	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.
82	SH: TOILET REQUISITES
83	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.
84	Internal Wiring on Building Portion
85	External Electrical Service Connection
86	SEPTIC TANK
87	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.
88	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.
89	Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
90	Providing and laying cement concrete 1:2:4(1cement:2coarsesand:4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : Foundation
91	Centring and shuttering including strutting, propping etc and removal of form work for :Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
92	Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild Steel bars.
93	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).
94	12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
95	Neat cement punning.
96	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.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), cement concrete 1 : 4 : 8.
97	(SH: CC PavementDetails of 70.00 Mtr)
98	Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
99	Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc and rerolling the sub grade.
100	Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) 401 )(i) for grading- I Material
101	Centring and shuttering including strutting proping etc. and removal of form work for:a) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
102	Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. )

Tender For Construction Of Multipurpose Hall At Taza Happa, Pakke Kessang District., Pakke Kessang-Arunachal Pradesh

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