Construction Of T- I,T- Ii,T- Iii Quarter With Furnishing, Approach Road And Compound Wall At Sib, Changlang., Changlang-Arunachal Pradesh

TDR : 46591988

Tender Notice
BOQ

Expired

Changlang , Arunachal Pradesh

Tender Brief : Construction Of T- I,T- Ii,T- Iii Quarter With Furnishing, Approach Road And Compound Wall At Sib, Changlang.

Document Fees
₹ 5000 /-

EMD
₹ 355000.0 /-

Tender Value
₹ 3.54 Crore /-

Submission Date
28-12-2024

Competition Type
Indian

Bidding Type
Tender

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1	(SH:TYPE- I QUARTER)(Site Development)
2	Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
3	(SH:-Building Works)
4	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, into plinth, 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.
5	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
6	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
7	(SH:CONCRETE WORK)
8	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.(a) Foundation and plinth.
9	Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5mm nominal size).
10	(SH:RCC WORKS)
11	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : M 20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
12	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 reinforcementM20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
13	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.M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
14	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
15	Reinforcement of RCC work including bending, binding and placing in position complete.
16	(SH: SHUTTERING WORK)
17	Centring and shuttering including strutting proping etc. and removal of form work for:(a) Foundations and plinth.
18	b) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
19	(c) Lintels, beams, girders, bressumers and cantilevers etc.
20	d) Column, pillars, posts and struts etc.
21	(SH: BRICK WORK)
22	Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
23	Half Brick masonry ( with best available local bricks in in cement mortar 1:3 (1 cement : 3 fine sand) in foundation and plinth.
24	(SH:WOOD & UPVC WORK)
25	Poving approved best available local wood ( class- BII) in frames of doors, windows clerstory windows and oher frames, wrouht framed and fixed in position.
26	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws.a) 38 mm thick best available local wood, class - B Ifor Door
27	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
28	Providing and fixing factory made uPVC white colour sliding glazed window ( two or three track as detailed in 8.1(a) and 8.1(b)) upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thickgalvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile),appropriate dimension of uPVC extruded glazing beads and uPVCextrudedinterlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rodof required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.(Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
29	Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: Float Glass Panes-4mm thick glass panes of weight not less than 10kg/sqm
30	Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete.(a) 250 x 10 mm for Doors
31	Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessaryscrews etc complete.a) 250 x 10 mm for Doors
32	b)150 x 10 mm for Windows
33	c) 100 x 10 mm for Ventilators
34	Providing and fixing aluminum handle anodized or transparent or dyed to required color or shade with necessaryscrews etc complete.a) 125 mm for Doors
35	b)100 mm for Windows
36	c)75 mm for ventilators
37	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 patten WC Pan
38	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Chargea) Internal work - Exposed on wall
39	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.a) Concealed work, including cutting chases and making good the walls etc.
40	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.
41	Providing and fixing kitchen sink including making all connection excluding cost of fittings.a) White glazed fire clay sink size 600x450x150 mm
42	Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.a)15 mm nominal bore
43	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.a)15 mm nominal bore
44	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. (a)Fixed to steel windows by welding(outside the Window Frame)
45	Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete.
46	(SH: FLOORING WORKS)
47	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, laid in on 20 mm thick cement mortar 1:4 (1cement:4 coarse sand), including grouting the joints withwhite cement and matching the pigments etc, complete.b) Size of Tile 600x600 mm
48	(SH:PLASTER WORK)
49	6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand).
50	12 mm cement plaster 1 : 6 (1 cement : 6 fine sand)
51	Neat Cement Punning
52	(SH:PAINT & Finishing WORKS)
53	White washing with whiting on new work (three or more coats) to give even shade.
54	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete [both side of Internal Wall and inner side of External wall ]
55	Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade.
56	Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
57	Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
58	Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement: 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand).
59	Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete.
60	providing and fixing stainless steel(Grade 304) railing made of Hollow tubes,channel ,plates etc.including welding,grinding,buffing,polishing and making curvature (wherever required) and fitting the same with necesary stainless steel nuts and bolts complete,i/c fixing the railing with necessary accessories and stainless steel dash fasteners ,stainless steel bolts etc.of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer -In-Charge ,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts ,bolts,fasteners etc).
61	(SH:TYPE-II QUARTER)
62	Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Disposal of cut material with all lift and lead upto 1000m) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres.
63	(SH:-Building Works)
64	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, into plinth, 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.
65	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
66	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
67	(SH:CONCRETE WORK)
68	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.(a) Foundation and plinth.
69	Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5mm nominal size).
70	(SH:RCC WORKS)
71	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :M 20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
72	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.M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
73	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.M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
74	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
75	Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel
76	(SH: SHUTTERING WORK)
77	Centring and shuttering including strutting proping etc. and removal of form work for:(a) Foundations and plinth.
78	b) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
79	(c) Lintels, beams, girders, bressumers and cantilevers etc.
80	d) Column, pillars, posts and struts etc.
81	(SH: BRICK WORK)
82	Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
83	Half Brick masonry ( with best available local bricks in in cement mortar 1:3 (1 cement : 3 fine sand) in foundation and plinth.
84	(SH:WOOD & UPVC WORK)
85	Poving approved best available local wood ( class- BII) in frames of doors, windows clerstory windows and oher frames, wrouht framed and fixed in position.
86	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws.a) 38 mm thick best available local wood, class - B Ifor Door
87	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
88	Providing and fixing factory made uPVC white colour sliding glazed window ( two or three track as detailed in 8.1(a) and 8.1(b)) upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thickgalvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile),appropriate dimension of uPVC extruded glazing beads and uPVCextrudedinterlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rodof required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.(Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
89	Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: Float Glass Panes-4mm thick glass panes of weight not less than 10kg/sqm
90	Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete.(a) 250 x 10 mm for Doors
91	Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessaryscrews etc complete.a) 250 x 10 mm for Doors
92	b) 150 x 10 mm for Windows
93	c) 100 x 10 mm for Ventilators
94	Providing and fixing aluminum handle anodized or transparent or dyed to required color or shade with necessaryscrews etc complete.a) 125 mm for Doors
95	b) 100 mm for Windows
96	c)75 mm for ventilators
97	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 patten WC Pan
98	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Chargea) Internal work - Exposed on wall
99	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.a) Concealed work, including cutting chases and making good the walls etc.
100	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.
101	Providing and fixing kitchen sink including making all connection excluding cost of fittings.a) White glazed fire clay sink size 600x450x150 mm
102	Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.a)15 mm nominal bore
103	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.a)15 mm nominal bore
104	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. (a)Fixed to steel windows by welding(outside the Window Frame)
105	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.
106	(SH: FLOORING WORKS)
107	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, laid in on 20 mm thick cement mortar 1:4 (1cement:4 coarse sand), including grouting the joints withwhite cement and matching the pigments etc, complete.b) Size of Tile 600x600 mm
108	(SH:PLASTER WORK)
109	6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand).
110	12 mm cement plaster 1 : 6 (1 cement : 6 fine sand)
111	Neat Cement Punning
112	(SH:PAINT & FINISHING WORKS)
113	White washing with whiting on new work (three or more coats) to give even shade.
114	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete [both side of Internal Wall and inner side of External wall ]
115	Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade.
116	Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
117	Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
118	Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement: 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand).
119	Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete.
120	Providing and fixing stainless steel(Grade 304) railing made of Hollow tubes,channel ,plates etc.including welding,grinding,buffing,polishing and making curvature (wherever required) and fitting the same with necesary stainless steel nuts and bolts complete,i/c fixing the railing with necessary accessories and stainless steel dash fasteners ,stainless steel bolts etc.of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer -In-Charge ,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts ,bolts,fasteners etc).
121	(SH:TYPE- III QUARTER)
122	Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Disposal of cut material with all lift and lead upto 1000m) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres.
123	(SH:-Building Works)
124	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, into plinth, 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.
125	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
126	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
127	(SH:CONCRETE WORK)
128	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.(a) Foundation and plinth.
129	Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5mm nominal size).
130	(SH:RCC WORKS)
131	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :M 20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
132	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.M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
133	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.M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
134	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
135	Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel
136	(SH: SHUTTERING WORK)
137	Centring and shuttering including strutting proping etc. and removal of form work for:(a) Foundations and plinth.
138	b) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
139	(c) Lintels, beams, girders, bressumers and cantilevers etc.
140	d) Column, pillars, posts and struts etc.
141	(SH: BRICK WORK)
142	Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
143	Half Brick masonry ( with best available local bricks in in cement mortar 1:3 (1 cement : 3 fine sand) in foundation and plinth.
144	(SH:WOOD & UPVC WORK)
145	Poving approved best available local wood ( class- BII) in frames of doors, windows clerstory windows and oher frames, wrouht framed and fixed in position.
146	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws.a) 38 mm thick best available local wood, class - B Ifor Door
147	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
148	Providing and fixing factory made uPVC white colour sliding glazed window ( two or three track as detailed in 8.1(a) and 8.1(b)) upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thickgalvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile),appropriate dimension of uPVC extruded glazing beads and uPVCextrudedinterlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rodof required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.(Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
149	Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: Float Glass Panes-4mm thick glass panes of weight not less than 10kg/sqm
150	Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete.(a) 250 x 10 mm for Doors
151	Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessaryscrews etc complete.a) 250 x 10 mm for Doors
152	b) 150 x 10 mm for Windows
153	c) 100 x 10 mm for Ventilators
154	Providing and fixing aluminum handle anodized or transparent or dyed to required color or shade with necessaryscrews etc complete.a) 125 mm for Doors
155	b) 100 mm for Windows
156	c)75 mm for ventilators
157	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 patten WC Pan
158	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Chargea) Internal work - Exposed on wall
159	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.a) Concealed work, including cutting chases and making good the walls etc.
160	Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required.a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality.
161	Providing and fixing kitchen sink including making all connection excluding cost of fittings.a) White glazed fire clay sink size 600x450x150 mm
162	Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.a)15 mm nominal bore
163	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.a)15 mm nominal bore
164	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.(a)Fixed to steel windows by welding(outside the Window Frame)
165	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.
166	(SH: FLOORING WORKS)
167	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, laid in on 20 mm thick cement mortar 1:4 (1cement:4 coarse sand), including grouting the joints withwhite cement and matching the pigments etc, complete.b) Size of Tile 600x600 mm
168	(SH:PLASTER WORK)
169	6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand).
170	12 mm cement plaster 1 : 6 (1 cement : 6 fine sand)
171	Neat Cement Punning
172	(SH:PAINT & Finishing WORKS)
173	White washing with whiting on new work (three or more coats) to give even shade.
174	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete [both side of Internal Wall and inner side of External wall ]
175	Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade.
176	Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
177	Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
178	Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement: 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand).
179	Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete.
180	Providing and fixing stainless steel(Grade 304) railing made of Hollow tubes,channel ,plates etc.including welding,grinding,buffing,polishing and making curvature (wherever required) and fitting the same with necesary stainless steel nuts and bolts complete,i/c fixing the railing with necessary accessories and stainless steel dash fasteners ,stainless steel bolts etc.of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer -In-Charge ,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts ,bolts,fasteners etc).
181	(SH:-COMPOUND WALL
182	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 offoundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
183	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
184	Providing and laying cement 1:3:6 ( 1 cement : 3 coarse : 6 gradded stone aggregated 40 mm normal size) excluding the cost of centering and shuttering: a) Foundations and plinth
185	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :a)M20 (1 :1.5 : 3 (1 cement :1.5 coarse sand :3 stone aggregate 20 mm nominal size).
186	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).
187	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).
188	Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.
189	d) Lintel beams , girders, bressumers and cantilevers etc.
190	e) Column, pillars, posts and struts etc.
191	Reinforcement of RCC work including bending, binding and placing in position complete.Tar / TMT steel
192	Brick work with best available local bricks in foundations and plinth in cement mortar 1:5 (1 cement : 6 fine sand).
193	Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth.
194	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.b) In Tees, Angles, Flats and Channels
195	Providing and fixing barbed wire in MS angle with steel staple two lines in each MS angle horn and one line in post in straight and tight position.
196	12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
197	White washing with whiting on new work (three or more coats) to give even shade.
198	Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade.
199	Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
200	Painting (two or more coats) with aluminium paint of approved brand and manufacture on new workto give an even shade.
201	(SH: PAVER BLOCK)
202	Scarifying Existing Granular surface to a depth 50mm by mechancal means(Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified material with all lifts and leads upto 1000 mtres.)
203	Plant Mix Method (Construction of granular sub base by provided close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site,spreading in uniform layers with motor grade on prepared surface and compacting with vibratory power roller to achive the desire density complete as per clause 401)For Grading I Material
204	Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
205	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification Case II With Batching Plant,Transit Mixer and Concrete Pump PCC Grade M30

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Construction Of T- I,T- Ii,T- Iii Quarter With Furnishing, Approach Road And Compound Wall At Sib, Changlang., Changlang-Arunachal Pradesh

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Construction Of T- I,T- Ii,T- Iii Quarter With Furnishing, Approach Road And Compound Wall At Sib, Changlang., Changlang-Arunachal Pradesh

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