Tender For Construction Of Helipad Ground At Jaring Circle Hq Tingringka Under Upper Subansiri District., Subansiri-Arunachal Pradesh

TDR : 54664219

Tender Notice
BOQ

Expired

Subansiri , Arunachal Pradesh

Tender Brief : Tender For Construction Of Helipad Ground At Jaring Circle Hq Tingringka Under Upper Subansiri District.

Document Fees
₹ 3000 /-

EMD
₹ 339500.0 /-

Tender Value
Refer document

Submission Date
21-03-2026

Competition Type
Indian

Bidding Type
Works

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1	Excavation in decomposed or soft rock with or without blasting including disposal of the samelead upto 50 m and lift upto 1.50 m.
2	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 requered, into plinth sides of foundation etc consolidating each depositrd layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
3	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.
4	Centring and shuttering including strutting, propping etc and removal of form work for :-
5	a)Column, pillars, posts and struts etc.
6	b)Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc.
7	c)Lintels, beams, girders, bressumers and cantilevers etc.
8	d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5m height).
9	Reinforcement of RCC work including bending, binding and placing in position complete. :-
10	Cold twisted bars.
11	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 excluding cost of centring, shuttering and reinforcement.
12	M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
13	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 the cost of centring, shuttering and reinforcement.
14	M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
15	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:
16	Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
17	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.
18	Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
19	Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
20	Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position.
21	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.
22	b)0.63 mm thick GI sheet
23	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws.
24	a)38 mm thick best available local wood, class-B-I
25	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
26	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
27	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.
28	a)40 mm thick
29	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).
30	Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling.
31	a)Best local approved quality wood.
32	Extra for making chamfered edges of beading.
33	12 mm cement plaster 1 : 5 (1 cement : 5 fine sand).
34	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.
35	b)Ornamental grill.
36	Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
37	Colour washing such as green, blue or buff on new work (two or more coats) including a base coat of white washing with lime to give an even shade.
38	Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
39	Applying priming coat consisting of a mixture of red lead, white lead and double boiled linseed oil in the ratio of 0.7 Kg : 0.7 Kg : 1 Litre on wood work complete.
40	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.
41	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.
42	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 fine sand) including shuttering complete.
43	Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
44	Providing and fixing local wooden railing 0.75 m high with 7.5 x 5 cm top and bottom rails 7.5 x 5 cm sides and 5 cm x 5 cm intermediate vertical bars placed at 22.5 cm centre to centre including painting two or more coats as directed.
45	Chquered terrazzo tiles 22 mm thick with marble chips of sizes upto 6mm in floors on 25 mm thick bed morter 1:3(1 cement::3 course sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete
46	a)Light shades using white cement
47	Marble chips skirting (up to 30 cm height) rubbed and polished to granolithic finish top layer 6 mm thick with white, black or white and black marble chips of sized from smallest to 4 mm nominal size laid in cement marble powder mix 3 : 1 (3 cement : 1 marble powder) by weight in proportion of 4:7 ( 4:cement marble powder mix : 7 marble chips) by volume.
48	c)Medium shade pigment with approximately 50% white cement and 50% ordinary cement.
49	Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone shingle 40 mm nominal size).
50	Providing and fixing 12 mm thick and 150 mm wide pelmet of flat pressed 3 layer particle board (medium density) with 25 mm dia second class teak wood curtain rod and brackets including fixing with 25 x 3 mm MS flat 10 cm long and plugs etc complete.
51	Providing and fixing 25 mm dia first class Indian teak wood curtain rods with brackets plugs etc wherever required.
52	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 Graded stone aggregate 40 mm nominal size) inside plastering 12mm thick with cement and making channels in cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20mm nominal size) neatly finished complete as per standard design.
53	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.
54	Construction of soak pit 1.2 x 1.1 x 1.2 m filled with brick bats including SW drain pipe 100 mm dia and 1.20 m long complete as per standard design.
55	Providing and fixing white vitreous china type water closet pedestal (European type WC pan) with seat and lid CP brass hinges and rubber buffers, 12.5 Litres high level CI flushing cistern with fittings RS or CI brackets, galvanized steel telescopic flush pipe with fittings and clamps, 20 GI overflow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting making good the walls and floors where required.
56	a)WC pan with white plastic seat and lid.
57	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
58	Providing and fixing sink including making all connection excluding cost of fittings.
59	a)White glazed fire clay sink size 600x450x150 mm
60	Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC.
61	a)250 x 125 x 25 mm
62	Providing and fixing 12.5 litres high level CI flushing cistern of approved make with integral fittings such as ball valve, bell, lever, GI chain and pull complete.
63	Providing & fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws(heavy quality)
64	a) 750 x 20 mm size
65	WATER SUPPLY:-
66	Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).
67	a) 15 mm nominal bore
68	c) 25mm nominal bore
69	d) 32 mm nominal bore
70	Providing and fixing brass bib cock of approved quality
71	a) 15 mm nominal bor
72	Providing and fixing brass stop cock of approved quality.
73	a) 20 mm nominal bore
74	Syntex 2000 Litrs
75	Add Electrification 12.50% on civil portion
76	Sh: Site Development
77	Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1)
78	Excavation in Hilly Area in Ordinary Rock by Manual Means (Excavation in Ordinary Rock using Manual Means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.)
79	Sh: Preparation of Sub-grade
80	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.)
81	Consolidation of sub-grade with road roller of 8 to 12 tonne capacity incluing making good the undulation etc. with earth or quarry spoils etc. and rerolling the sub-grade.
82	Sh: GSB
83	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)
84	For Grading- I Materials
85	Sh: CC Pavement
86	Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
87	Rolled Cement Concrete Base (Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing.)
88	125 Micron Plythene (Providing and fixing 125 micro polythine over sub-base)
89	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, 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 )
90	Sh: Boundary Wall
91	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.
92	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:
93	a) Foundations and plinth
94	Centring and shuttering including strutting, propping etc and removal of form work for :
95	a) Foundation and plinth.
96	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.
97	a)M20 (1cement :1.5 coarse sand:3 stone aggregate 20mm nominal size).
98	Reinforcement of RCC work including bending, binding and placing in position complete.
99	1) Mild Steel
100	b) Tar/TMT Steel
101	Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).
102	Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
103	Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
104	12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
105	15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
106	Providing and laying up to two floor level cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including centring and shuttering etc. in :
107	b) String courses, copings, bed plates, anchor blocks, plain window sills and the like.
108	Extra rate for Reinforced Cement Concrete for using 12.5 mm nominal gauge stone aggregate instead of 20 mm nominal gauge stone aggregate.
109	Providing and fixing iron angle post 45 x 45 x 6 mm in position as per direction of Engineer-in-Charge.
110	Providing and fixing berded wire fencing above compound wall in position as per direction of Engineer-in-Charge.
111	Providing and fixing concertina wire (razor type, punched tape coil) of approximately 0.317 m (1 ft + ½ in) height over the R.C.C. coping / M.S. angle frame of boundary wall, including supply of all materials, labour, transportation, handling, loading–unloading, fixing with necessary clips, binding wire, bolts and nuts, complete as directed by the Engineer-in-Charge.
112	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.
113	Sh: CC Drain
114	Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides a
115	Ordinary soil
116	Manual Means
117	upto 3 m depth
118	PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
119	Pastering with cement motor 1:3 (1: cement : 3 find sand)
120	Add Cost of Cartage of materials
121	Sh: MS Entry Gate
122	Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.
123	b) In Tees, Angles and Channels
124	c) In Flats up to 10 mm in thickness
125	Welding by gas plant
126	Labour for painting of square bars.
127	Painter (Ist Class)
128	Belder
129	Sh: Car Parking Area
130	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, 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 )
131	Chequered terrazzo tiles 22 mm thick with marble chips of sizes upto 6mm in floors on 25 mm thick bed mortar 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete:
132	c) Dark shade using ordinary cement Please Enable Macros to View BoQ information

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Tender For Construction Of Helipad Ground At Jaring Circle Hq Tingringka Under Upper Subansiri District., Subansiri-Arunachal Pradesh

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Sl. No.	Item Description
1	Excavation in decomposed or soft rock with or without blasting including disposal of the samelead upto 50 m and lift upto 1.50 m.
2	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 requered, into plinth sides of foundation etc consolidating each depositrd layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
3	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.
4	Centring and shuttering including strutting, propping etc and removal of form work for :-
5	a)Column, pillars, posts and struts etc.
6	b)Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc.
7	c)Lintels, beams, girders, bressumers and cantilevers etc.
8	d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5m height).
9	Reinforcement of RCC work including bending, binding and placing in position complete. :-
10	Cold twisted bars.
11	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 excluding cost of centring, shuttering and reinforcement.
12	M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
13	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 the cost of centring, shuttering and reinforcement.
14	M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
15	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:
16	Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
17	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.
18	Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
19	Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
20	Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position.
21	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.
22	b)0.63 mm thick GI sheet
23	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws.
24	a)38 mm thick best available local wood, class-B-I
25	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
26	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
27	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.
28	a)40 mm thick
29	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).
30	Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling.
31	a)Best local approved quality wood.
32	Extra for making chamfered edges of beading.
33	12 mm cement plaster 1 : 5 (1 cement : 5 fine sand).
34	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.
35	b)Ornamental grill.
36	Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
37	Colour washing such as green, blue or buff on new work (two or more coats) including a base coat of white washing with lime to give an even shade.
38	Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
39	Applying priming coat consisting of a mixture of red lead, white lead and double boiled linseed oil in the ratio of 0.7 Kg : 0.7 Kg : 1 Litre on wood work complete.
40	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.
41	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.
42	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 fine sand) including shuttering complete.
43	Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
44	Providing and fixing local wooden railing 0.75 m high with 7.5 x 5 cm top and bottom rails 7.5 x 5 cm sides and 5 cm x 5 cm intermediate vertical bars placed at 22.5 cm centre to centre including painting two or more coats as directed.
45	Chquered terrazzo tiles 22 mm thick with marble chips of sizes upto 6mm in floors on 25 mm thick bed morter 1:3(1 cement::3 course sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete
46	a)Light shades using white cement
47	Marble chips skirting (up to 30 cm height) rubbed and polished to granolithic finish top layer 6 mm thick with white, black or white and black marble chips of sized from smallest to 4 mm nominal size laid in cement marble powder mix 3 : 1 (3 cement : 1 marble powder) by weight in proportion of 4:7 ( 4:cement marble powder mix : 7 marble chips) by volume.
48	c)Medium shade pigment with approximately 50% white cement and 50% ordinary cement.
49	Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone shingle 40 mm nominal size).
50	Providing and fixing 12 mm thick and 150 mm wide pelmet of flat pressed 3 layer particle board (medium density) with 25 mm dia second class teak wood curtain rod and brackets including fixing with 25 x 3 mm MS flat 10 cm long and plugs etc complete.
51	Providing and fixing 25 mm dia first class Indian teak wood curtain rods with brackets plugs etc wherever required.
52	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 Graded stone aggregate 40 mm nominal size) inside plastering 12mm thick with cement and making channels in cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20mm nominal size) neatly finished complete as per standard design.
53	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.
54	Construction of soak pit 1.2 x 1.1 x 1.2 m filled with brick bats including SW drain pipe 100 mm dia and 1.20 m long complete as per standard design.
55	Providing and fixing white vitreous china type water closet pedestal (European type WC pan) with seat and lid CP brass hinges and rubber buffers, 12.5 Litres high level CI flushing cistern with fittings RS or CI brackets, galvanized steel telescopic flush pipe with fittings and clamps, 20 GI overflow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting making good the walls and floors where required.
56	a)WC pan with white plastic seat and lid.
57	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
58	Providing and fixing sink including making all connection excluding cost of fittings.
59	a)White glazed fire clay sink size 600x450x150 mm
60	Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC.
61	a)250 x 125 x 25 mm
62	Providing and fixing 12.5 litres high level CI flushing cistern of approved make with integral fittings such as ball valve, bell, lever, GI chain and pull complete.
63	Providing & fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws(heavy quality)
64	a) 750 x 20 mm size
65	WATER SUPPLY:-
66	Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).
67	a) 15 mm nominal bore
68	c) 25mm nominal bore
69	d) 32 mm nominal bore
70	Providing and fixing brass bib cock of approved quality
71	a) 15 mm nominal bor
72	Providing and fixing brass stop cock of approved quality.
73	a) 20 mm nominal bore
74	Syntex 2000 Litrs
75	Add Electrification 12.50% on civil portion
76	Sh: Site Development
77	Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1)
78	Excavation in Hilly Area in Ordinary Rock by Manual Means (Excavation in Ordinary Rock using Manual Means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.)
79	Sh: Preparation of Sub-grade
80	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.)
81	Consolidation of sub-grade with road roller of 8 to 12 tonne capacity incluing making good the undulation etc. with earth or quarry spoils etc. and rerolling the sub-grade.
82	Sh: GSB
83	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)
84	For Grading- I Materials
85	Sh: CC Pavement
86	Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
87	Rolled Cement Concrete Base (Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing.)
88	125 Micron Plythene (Providing and fixing 125 micro polythine over sub-base)
89	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, 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 )
90	Sh: Boundary Wall
91	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.
92	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:
93	a) Foundations and plinth
94	Centring and shuttering including strutting, propping etc and removal of form work for :
95	a) Foundation and plinth.
96	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.
97	a)M20 (1cement :1.5 coarse sand:3 stone aggregate 20mm nominal size).
98	Reinforcement of RCC work including bending, binding and placing in position complete.
99	1) Mild Steel
100	b) Tar/TMT Steel
101	Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).
102	Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
103	Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
104	12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
105	15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
106	Providing and laying up to two floor level cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including centring and shuttering etc. in :
107	b) String courses, copings, bed plates, anchor blocks, plain window sills and the like.
108	Extra rate for Reinforced Cement Concrete for using 12.5 mm nominal gauge stone aggregate instead of 20 mm nominal gauge stone aggregate.
109	Providing and fixing iron angle post 45 x 45 x 6 mm in position as per direction of Engineer-in-Charge.
110	Providing and fixing berded wire fencing above compound wall in position as per direction of Engineer-in-Charge.
111	Providing and fixing concertina wire (razor type, punched tape coil) of approximately 0.317 m (1 ft + ½ in) height over the R.C.C. coping / M.S. angle frame of boundary wall, including supply of all materials, labour, transportation, handling, loading–unloading, fixing with necessary clips, binding wire, bolts and nuts, complete as directed by the Engineer-in-Charge.
112	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.
113	Sh: CC Drain
114	Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides a
115	Ordinary soil
116	Manual Means
117	upto 3 m depth
118	PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
119	Pastering with cement motor 1:3 (1: cement : 3 find sand)
120	Add Cost of Cartage of materials
121	Sh: MS Entry Gate
122	Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.
123	b) In Tees, Angles and Channels
124	c) In Flats up to 10 mm in thickness
125	Welding by gas plant
126	Labour for painting of square bars.
127	Painter (Ist Class)
128	Belder
129	Sh: Car Parking Area
130	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, 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 )
131	Chequered terrazzo tiles 22 mm thick with marble chips of sizes upto 6mm in floors on 25 mm thick bed mortar 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete:
132	c) Dark shade using ordinary cement Please Enable Macros to View BoQ information

Tender For Construction Of Helipad Ground At Jaring Circle Hq Tingringka Under Upper Subansiri District., Subansiri-Arunachal Pradesh

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