Tender For Construction Of Drug De-Addiction Centre Ukhrul, Ukhrul-Manipur

TDR : 47869539

Tender Notice
BOQ

Expired

Ukhrul , Manipur

Tender Brief : Tender For Construction Of Drug De-Addiction Centre Ukhrul

Document Fees
₹ 10000 /-

EMD
₹ 889000.0 /-

Tender Value
₹ 4.44 Crore /-

Submission Date
11-03-2025

Competition Type
Indian

Bidding Type
Tender

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1	SH:- Construction of Drug-DE- Addiction Centre at Ukhrul District, Manipur.
2	EARTH WORKS
3	Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m. including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
4	All kinds of soil
5	Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
6	Supplying and filling in plinth with sandy soil under floors including watering, ramming, consolidating & dressing complete.
7	CONCRETE WORKS:
8	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level:
9	1:4:8 (1 Cement:4 coarse sand:8 graded stone aggregate: 40 mm nominal size)
10	Providing & laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement: 2 coarsesand: 4 graded stone aggregate 20 mm nominal size)
11	Making plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouded with fine sand including finishing the top smooth.
12	R.C.C. Work
13	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level
14	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
15	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
16	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
17	R.C.C. work in beams, suspended floors, roofs having slope uptp 15o landings, balconies, shelves, chajjas,lintels, band, plain window sills, staircases and spiral staircases above plinth level upto floor fivelevel excluding the cost of centering, shuttering, finishing and reinforcement, with 1 : 1 .5: 3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)
18	Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. Above Plinth Level.
19	Thermo-Mechanically Treated bars
20	FORM WORK
21	Centering and shuttering including strutting, propping etc. and removal of form for:
22	Foundations, footings, bases of columns, etc. for mass concrete
23	Columns, pillars, piers, abutments, posts and struts.
24	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
25	Suspended floors, roofs, landings, balconies and access platform
26	BRICK WORKS:
27	Brick work with 1st class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in:
28	Cement mortar 1 : 3 (1 cement : 3 coarse sand)
29	Half brick masonry with 1st class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in
30	Cement mortar 1:4(1 cement : 4 coarse sand)
31	Extra for half brick masonry in superstructure, above Floor V level for every four floors or part thereof by mechanical means by lifting materials using mobile crane
32	Brick edging 7cm wide 11.4 cm deep to plinth protection with 1st class common burnt clay F.P.S. (non modular) bricks i/c grouting with cement mortar 1:4(1 cement:4 fine sand).
33	WOOD WORKS
34	Providing wood works in frames of doors, windows, clerestory windows & other frames, wrought frameed & fixed in position with hold fast lugs or dash fastener shall be paid for separately:
35	Local best quality Teak wood
36	Providnig and fixing panelled or panalled and glazed shutters for foors, windows and celestory windows including ISI marked M.S. butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all completely asd per direction of Engineer-in-charge.
37	Local best quality Teak Wood
38	35mm thick shutter
39	Providing & fixing 25 mm thickshutters for cup-board etc. i/c ISI marked black enamelled M.S. butthinges with necessary screws.
40	Pannelled or panelled & glazed shutters
41	1st class teak wood
42	Providing and fixing ISI marked oxidised M.S.sliding door bolts with screws etc. complete
43	250 x 16 mm
44	Providing and fixing bright finished brass towerbolts (barrel type) with necessary screws etc. complete.
45	250x10 mm
46	Providing and fixing bright finished brass handles with screws etc.complete
47	125 mm
48	Providing and fixing 20mm plank as eave board with
49	Uningthou wood
50	STEEL WORKS:
51	Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying coat of approved steel primer all complete.
52	Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia, steel pulleys complete with bolts. nuts, locking arrangement, stoppers. handles, including applying a priming coat of approved steel primer
53	Extra for providing and fixing wind ties of 40x6mm flat iron section
54	Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffinge polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & 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.).
55	FLOORING:
56	Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (I cement : 3coarse sand) finished with a floating coat of neat cement
57	18mm thick
58	Providing and laying rectified ( Non-skid) Glazed Ceramic floor tiles 300x300 mm or more ( thickness to be specified by the manufacture) of 1st quality conforming to IS: 15622 of approved make in all clours, shades, except white, Ivory, Grey, Fume Red, Brown, laid on 20 mm thick Cement Motar 1:4 ( 1 Cement: 4 C/S) includng pointing the joints with white cement and matching pigments etc., complete.
59	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption\"s less than 0.08%nad 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., complete.
60	Size of tile 600x600 mm
61	Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shadecomplete.
62	Marbles tiles (polished) Raj Nagar
63	8mm thick
64	Marble stone flooring with 18mm thick marble stone (sample Of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with:
65	Raj Nagar plain
66	Providing and fixing 1st quality ceramic glazed wall tiles conformingto IS : 15622 (thickness to be specified by the manufacture of approved make in alt colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (I cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
67	ROOFING AND CEILING:
68	Providing and fixing at all height false ceiling including providing and fixing of frame work made of special sections, power pressed from M.S. sheet and galvanised with zinc coating of 120 gms/ sqm (both sided inclusive) as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm diax50mm long with 6mm dia bolts,other flange of cleat fixed to the angle hangers of25x25xO.55mm of required length with nuts and bolts of required sizdrive-all screws @ 230mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishng to a flush finish of tapered and square edges of the board with recommended join
69	12.5 mm thick tapered edge gypsum fire resistant boardconforming to IS: 2095- Part l
70	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineerin-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using selt drilling Iself tapping screws ot size (5.5x 55 mm) with EPDM seal,comptete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required with
71	Precoated galvanised iron profile sheets 0.50 mm thick
72	Providing and fixing precoated galvanised steel sheet roofing accessories , Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or C.I. seam bolts and nuts, G.l. plain and bitumen washers complete
73	Ridgesm plain (500-600mm)
74	Precoated galvanised iron profile sheets 0.50 mm thick
75	Steel work in built up tubular (round, square or rectangular tubes etc.) trusses etc., including cutting. hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc. complete.
76	Etectric resistance or induction butt welded tubes
77	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.
78	Fixed to openings/wooden frames with rawl plugs screws etc.
79	FINISHING:
80	12 mm cement plaster of mix
81	1:4 (1 cement:4 coarse sand).
82	15 mm cement plaster on rough side of single or half brick wall of mix
83	1:4 (1 cement:4 coarse sand).
84	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade
85	New work (two or more coats) over and including priming coat with cement primer
86	Finishing walts with Acrylic Smooth exterior paint of required shade
87	New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cemont paint applied @ 2.20 kg/ 10 sqm).
88	Applying priming coat:-
89	With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
90	Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth
91	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade
92	Two or more coats on new work
93	Painting on GS sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade
94	New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution.
95	SH:- Sanitary Instalation for Main building
96	EarthWork
97	Earth work in surface excavation not exceeding 30 cm in depth butexceeding m in width as well as 10 sqm on plan including disposalof excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be
98	All Kinds of soil
99	Filling availabte excavated earth (excluding rock) in trenches. plinth, cum 171.67 sides offoundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layerby ramming and watering, lead up to 50 m and lift upto 1.5 m.
100	Concrete
101	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level:
102	1:3:6( 1 Cement.• 3 coarse sand 6 graded stone aggregate 40 mm nominal size)
103	1:4:8 ( 1 Cement: 4 coarse sand 8 graded stone aggregate 40 mm nominal size)
104	FORM WORKS:
105	Centering and shuttering including strutting, propping etc. and removal of form for:
106	Foundations, footings, bases of columns, etc. for mass concrete
107	Suspended floors, roofs, landings, balconies and access
108	RCC WORKS:
109	Reinforced cement concrete work in beams, suspended floors, roofs having stope upto 15landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
110	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
111	Thermo-Mechanically Treated bars
112	PRE-CAST:
113	Providing, hoisting and fixing upto floor five lovol procast reinforced comont concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the tike including tho cost 01 required contoring, shuttering but excluding cost of reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand: 3graded stone aggregate 20mm nominal size).
114	Brickworks:
115	Brick work with 1st class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in: cum
116	Cement mortar 1:4 (1 cement : 4 coarse sand)
117	Half brick masonry with 1st class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in
118	Cement mortar 1 : 4 (1 cement : 4 coarse sand)
119	Honey-comb brick work 10/11.4 cm thick with 1st class common burnt clay FP.S. (non modular) bricks in superstructure above plinth level and upto floor V level in cement mortar 1 : 4 ( 1 cement : 4 coarse sand)
120	Flooring:
121	Cement concrete flooring 1:2:4 (I cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost Of nosing of steps etc. complete.
122	40mm thick with 20mm nominal size stone aggregate.
123	Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (I cement : 3coarse sand) finished with a floating coat of neat cement
124	1B mm thick
125	SANITARY INSTALLATION
126	Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap. 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handlo lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
127	White Vitreous china Orissa pattern W.C. pan of size 580 x 440 each as. 5,421.50 mm with integral type foot rests
128	Providing and fixing white vitreous china pedestal for wash basin eaccompletely recessed at the back for the reception of pipes and fittings
129	Providing and fixing Stainless steel A ISI 304 (18/8) kitchen sink as per IS:13983 with CI brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required:
130	Kitchen sink with drain board
131	510 x 1040 mm bowl depth 250 mm
132	Providing and fixing P.V.C. tor sink or wash basin including P.V.C. waste fittings complete.
133	Flexible pipe
134	32 mm dia
135	Providing and fixing 600x450 mm bovolod cdgo mirror of superior 1,053.30 glass (Of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass scrows and washers complete.
136	Providing and fixing PTMT liquid soap container 109 mm wide, 125each 195.80 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms
137	Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.
138	MSR Corringendum 2022
139	Additional items (Volume-I Building works)
140	Providing and fixing UPVC soil, waste, rain water and vent pipes including all requisite fittings, jointing of pipes & fitting with solvent cement, tenching, refilling & testing of joints complete as per direction of Engineer in charge
141	75 mm dia
142	110 mm dia
143	Water Supply
144	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. Concealed work. including cutting chases and making good the wall etc.
145	20 mm diameter
146	25 mm diameter
147	Providing and fixing G.l. pipes complete with G.l. fittings including trenching and refilling etc. External work
148	32 mm diameter
149	17.29 Providing and fixing C.P. brass bib cock of approved quality conforming tQ IS:8931
150	15 mm diameter
151	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make confcrming to 19.8931.
152	15 mm diameter
153	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete
154	25 mm diameter
155	Providing and fixing gun metal non-return valve of approved quality (screwed end)
156	32 mm diameter
157	horizontal
158	ProvidingandfixingC.P.brassshowerrosewith15mmor20mm
159	100 mm diameter
160	Providing and placing on tcrrace (at all floor levels) polyethylene per litre 10.20 water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and tho baso support for tank.
161	SH:- Construction of Type-I Quarter.
162	EARTH WORKS:
163	Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m. including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
164	All kinds of soil
165	Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
166	Supplying and filling in plinth with sandy soil under floors including watering, ramming, consolidating & dressing complete.
167	CEMENT CONCRETE WORKS:
168	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level:
169	1:4:8(1 Cement:4 coarse sand:8 graded stone aggregate: 40 mm nominal size)
170	Providing & laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement: 2 coarsesand: 4 graded stone aggregate 20 mm nominal size)
171	Making plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouded with fine sand including finishing the top smooth.
172	REINFORCED CEMENT CONCRETE WORKS:
173	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level
174	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
175	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
176	1 : 1.5 : 3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)
177	R.C.C. work in beams, suspended floors, roofs having slope uptp 15o landings, balconies, shelves, chajjas,lintels, band, plain window sills, staircases and spiral staircases above plinth level upto floor fivelevel excluding the cost of centering, shuttering, finishing and reinforcement, with 1 : 1 .5: 3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)
178	STEEL REINFORCEMENT
179	Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. Above Plinth Level.
180	Thermo-Mechanically Treated bars
181	FORM WORKS:
182	Centering and shuttering including strutting, propping etc. and removal of form for:
183	Foundations, footings, bases of columns, etc. for mass concrete
184	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
185	Suspended floors, roofs, landings, balconies and access platform
186	Columns, pillars, piers, abutments, posts and struts.
187	BRICK WORKS:
188	Brick work with 1st class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in:
189	Cement mortar 1:4 (1 cement : 4 coarse sand)
190	Extra for brick work/ AAC block masonry in superstructure above floor V level, for each four floors or part thereof by mechanical means .
191	Half brick masonry with 1st class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in
192	Cement mortar 1:3 (1cement:3coarse sand)
193	Extra for half brick masonry in superstructure, above Floor V level for every four floors or part thereof by mechanical means by lifting materials using mobile crane
194	Brick edging 7cm wide 11.4 cm deep to plinth protection with 1st class common burnt clay F.P.S. (non modular) bricks i/c grouting with cement mortar 1:4(1 cement:4 fine sand).
195	WOOD WORKS:
196	Providing wood works in frames of doors, windows, clerestory windows & other frames, wrought frameed & fixed in position with hold fast lugs or dash fastener shall be paid for separately:
197	Local best quality teakwood
198	Providnig and fixing panelled or panalled and glazed shutters for foors, windows and celestory windows including ISI marked M.S. butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all completely asd per direction of Engineer-in-charge.
199	Local best quality Teak Wood
200	35mm thick shutter
201	Providing & fixing 25 mm thickshutters for cup-board etc. i/c ISI marked black enamelled M.S. butthinges with necessary screws.
202	Pannelled or panelled & glazed shutters
203	1st class teak wood
204	Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at required spacing & frames all round bars with round headed bolts & nuts or by screws.
205	Fixed to openings /wooden frames with rawl plugs screws etc.
206	Providing and fixing ISI marked oxidised M.S.sliding door bolts with screws etc. complete
207	300 x 16 mm
208	250 x 16 mm
209	Providing and fixing bright finished brass towerbolts (barrel type) with necessary screws etc. complete.
210	250 x 10 mm
211	Providing and fixing bright finished brass handles with screws etc.complete
212	125 mm
213	Providing and fixing M.S. hooks and eyes.
214	300 mm
215	Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying coat of approved steel primer all complete.
216	Extra for providing and fixing wind ties of 40x6mm flat iron section
217	Providing and laying Ceramic glazed floor tiles 300x300 mm (thick. sqm. Rs. 1,448.52 ness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory. Grey, Fume Red, Brown laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.
218	Providing and fixing 1st quality ceramic glazed wall tiles conformingto IS : 15622 (thickness to be specified by the manufacture of approved make in alt colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (I cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
219	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption\"s less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),including grouting the joints with white cement and matching pigment etc., complete
220	Size of Tile 600x600 mm
221	Marble stone flooring with 18mm thick marble stone (sample Of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with:
222	Makrana white second quality.
223	Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shadecomplete.
224	Marbles tiles (polished) Raj Nagar
225	8mm thick
226	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineerin-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using selt drilling Iself tapping screws ot size (5.5x 55 mm) with EPDM seal,comptete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required with
227	Precoated galvanised iron profile sheets 0.50 mm thick
228	Providing and fixing at all height false ceiling including providing and fixing of frame work made of special sections, power pressed from M.S. sheet and galvanised with zinc coating of 120 gms/ sqm (both sided inclusive) as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm diax50mm long with 6mm dia bolts,other flange of cleat fixed to the angle hangers of25x25xO.55mm of required length with nuts and bolts of required size and the other end of the angle hanger fixed with intermediate G.l. channels 45x15xO.9mm running at the spacing of grills, diffusers, cutouts made with frame of perimeter channels suitably fixed. all complete as per drawings, and specification and direction of the Engineer in Charge but excluding the cost of painting with
229	12.5 mm thick tapered edge gypsum fire resistant boardconforming to IS: 2095- Part l
230	Providing and fixing precoated galvanised steel sheet roofing accessories , Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or C.I. seam bolts and nuts, G.l. plain and bitumen washers complete
231	Ridges plain (500-600mm)
232	Precoated galvanised iron profile sheets 0.50 mm thick
233	Steel work in built up tubular (round, square or rectangular tubes etc.) trusses etc., including cutting. hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc. complete.
234	Etectric resistance or induction butt welded tubes
235	FINISHING:
236	6 mm cement plaster of mix :
237	1:3 (1 cement : 3 fine sand)
238	12 mm cement plaster of mix
239	1:4 ( 1 cement : 4 coarse sand)
240	15 mm cement plaster on rough side of single or half brick wall of mix
241	1:4 (1 cement: 4 coarse sand)
242	15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the roughside of single or half brick wall.
243	Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including priming coat of whiting to give an even shade:-
244	Finishing walls with water-proofing cement paint of required shade:
245	New work (Two or more coats applied @ 3.84 kg/10 sqm)
246	Finishing walls with textured exterior paint of required shade:
247	New work (Two or more coat applied @ 3.28 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sqm)
248	Applying primimg coat
249	With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
250	Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth
251	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade
252	Two or more coats on new work
253	Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade
254	New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution.
255	SH:- Land development Type-I Quarter.
256	EARTH WORKS
257	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.
258	All Kinds of Soil
259	ADDITIONAL ITEM
260	Volume-I (Building Works)
261	Providing and laying factory 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 reqired colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
262	80mm thick
263	SH:- Sanitary Instalation for Type-I Quarter.
264	SANITARY INSTALLATION
265	Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap. 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handlo lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
266	White Vitreous china Orissa pattern W.C. pan of size 580 x 440mm with integral type foot rests
267	16.8 Providing and fixing white vitreous china pedestal for wash basin eaccompletely recessed at the back for the reception of pipes and fittings
268	Providing and fixing P.V.C. tor sink or wash basin including P.V.C. waste fittings complete.
269	Flexible pipe
270	32 mm dia
271	Providing and fixing 600x450 mm bovolod cdgo mirror of superior 1,053.30 glass (Of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass scrows and washers complete.
272	Providing and fixing PTMT liquid soap container 109 mm wide, 125each 195.80 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms
273	Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.
274	Providing and fixing UPVC soil, waste, rain water and vent pipes including all requisite fittings, jointing of pipes & fitting with solvent cement, tenching, refilling & testing of joints complete as per direction of Engineer in charge
275	75 mm dia
276	110 mm dia
277	Water Supply
278	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. Concealed work. including cutting chases and making good the wall etc.
279	20 mm diameter
280	25 mm diameter
281	Providing and fixing G.l. pipes complete with G.l. fittings including trenching and refilling etc. External work
282	32 mm diameter
283	17.29 Providing and fixing C.P. brass bib cock of approved quality conforming tQ IS:8931
284	15 mm diameter
285	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make confcrming to 19.8931.
286	15 mm diameter
287	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete
288	25 mm diameter
289	Providing and fixing gun metal non-return valve of approved quality (screwed end)
290	32 mm diameter
291	horizontal
292	ProvidingandfixingC.P.brassshowerrosewith15mmor20mm
293	100 mm diameter
294	Providing and placing on tcrrace (at all floor levels) polyethylene per litre 10.20 water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and tho baso support for tank.
295	SH:- Construction ofDrain.
296	EARTH WORK:
297	Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m. including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
298	All kinds of soil
299	Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
300	CONCRETE WORK :
301	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level:
302	1:2:4( 1cement:3 coarse sand:6 gradedstone aggregate 20mm nominal size)
303	1:4:8( 1cement:4 coarse sand:8 gradedstone aggregate 40mm nominal size)
304	FORM WORK:
305	Centering and shuttering including strutting, propping etc. and removal of form for:
306	Foundations, footings, bases of columns, etc. for mass concrete
307	Walls (any thickness) including attached pilasters, buttresses plinth and string courses etc.
308	BRICK WORK :
309	Brick work with 1st class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in:
310	Cement mortar 1:4 (1 cement : 4 coarse sand)
311	15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the roughside of single or half brick wall.
312	SH:- Construction ofCompound fencing.
313	EarthWork
314	Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m. including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
315	All kinds of soil
316	Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
317	Cement concrete
318	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level:
319	1:4:8(1 Cement:4 coarse sand:8 graded stone aggregate: 40 mm nominal size)
320	R.C.C.
321	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level
322	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
323	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
324	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
325	R.C.C. work in beams, suspended floors, roofs having slope uptp 15o landings, balconies, shelves, chajjas,lintels, band, plain window sills, staircases and spiral staircases above plinth level upto floor fivelevel excluding the cost of centering, shuttering, finishing and reinforcement, with 1 : 1 .5: 3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)
326	STEEL REINFORCEMENT
327	Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. Above Plinth Level.
328	Thermo-Mechanically Treated bars.
329	FORM WORKS
330	Centering and shuttering including strutting, propping etc. and removal of form for:
331	Foundations, footings, bases of columns, etc. for mass concrete
332	Columns, pillars, piers, abutments, posts and struts.
333	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
334	BrickWorks
335	Half brick masonry with 1st class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in
336	Cement mortar 1:3 (1cement:3coarse sand)
337	Extra for half brick masonry in superstructure, above Floor V level for every four floors or part thereof by mechanical means by lifting materials using mobile crane
338	STEEL WORKS:
339	Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying coat of approved steel primer all complete.
340	FINISHING
341	Cement plaster(1 cement: 3 coarse sand) finished with a floating coat of neat cement
342	12 mm cement plaster
343	15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the roughside of single or half brick wall.
344	Applying one coat of water thinnable cement primer of approved brand and manufacture onq/all surface
345	Water thinnable cement primer
346	Finishing walls with water-proofing cement paint of required shade:
347	New work (Two or more coats applied @ 3.84 kg/10 sqm)
348	SH:- Construction ofConstruction of Under Ground Sump 10000 (Ten Thousand) Capacity..
349	Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m. including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
350	Loose/Soft Soil
351	Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
352	CONCRETE WORK :
353	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level:
354	1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size).
355	1 : 4 : 8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
356	Extra for providing and mixing water proofing material in cement concrete work @1kg per 50kg of cement
357	RCC WORK
358	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
359	1 : 1.5 : 3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)
360	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
361	1 : 1.5 : 3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)
362	R.C.C. work in beams, suspended floors, roofs having slope uptp 15o landings, balconies, shelves, chajjas,lintels, band, plain window sills, staircases and spiral staircases above plinth level upto floor fivelevel excluding the cost of centering, shuttering, finishing and reinforcement, with 1 : 1 .5: 3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)
363	Steel reinforcementfor R.C.C work including straightening, cutting, bending, placing in position and binding all complete. Above plinth level.
364	Thermo-Mechanically Treated bars
365	FORM WORK
366	Centering and shuttering including strutting, propping etc. and removal of form for:
367	Foundations, footings, bases of columns, etc. for mass concrete
368	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
369	Suspended floors, roofs, landings, balconies and access platform.
370	Edges of slab and breaks in floor walls
371	Under 20 cm wide
372	Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards.
373	Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required..
374	In grating, frames, guard bar, railing, brackets, gates and similar works.
375	Cement concrete flooring 1:2:4 (I cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.
376	40mm thick with 20mm nominal size stone aggregate.
377	Neat cement punning
378	15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the roughside of single or half brick wall.
379	Supplying and fixing CI Cover with frame for manholes
380	455x610 mm rectangular CI cover (light duty ) the weight of the cover to be not less than 25 kg
381	Providing and fixing G.l. pipes complete with G.l. fittings including trenching and refilling etc.
382	External work
383	80 mm diameter
384	SH:- Construction ofGate
385	EARTH WORKS
386	Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m. including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
387	All types of soil
388	Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
389	CONCRETE WORK :
390	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level:
391	1:4:8(1 Cement:4 coarse sand:8 graded stone aggregate: 40 mm nominal size)
392	RCC WORK :
393	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level
394	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
395	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
396	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
397	R.C.C. work in beams, suspended floors, roofs having slope uptp 15o landings, balconies, shelves, chajjas,lintels, band, plain window sills, staircases and spiral staircases above plinth level upto floor fivelevel excluding the cost of centering, shuttering, finishing and reinforcement, with 1 : 1 .5: 3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)
398	Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. Above Plinth Level.
399	Thermo-Mechanically Treated bars
400	FORM WORK :
401	Centering and shuttering including strutting, propping etc. and removal of form for:
402	Foundations, footings, bases of columns, etc. for mass concrete
403	Lintels, beams, plinth beams, girders, bressumers and cantilevers
404	Columns, pillars, piers, abutments, posts and struts.
405	BRICK WORK :
406	Half brick masonry 1st class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in
407	Cement mortar 1:3 (1 cement : 3 coarse sand)
408	Providing and fixing Imm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at tho junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.
409	Using M.S. angels 40x40x6 mm for diagonal bracess
410	15 mm cement plaster on rough side of single or half brick wall of mix.
411	1:4 (1 cement:4 coarse sand).
412	Finishing walls with water proofing cement paint of required shade
413	New work (Two or more coats applied @ 3.84 kg/10 sqm)
414	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface
415	Water thinnable cement primer
416	Applying priming coat:-
417	With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works:-
418	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:
419	Two oe more coats on new work
420	SH:- Construction ofculvert
421	EARTH WORK.
422	Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m. including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
423	All kinds of soil
424	Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
425	CEMENT CONCRETE WORK
426	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level:
427	1:4:8( 1cement:4 coarse sand:8 gradedstone aggregate 40mm nominal size)
428	R.C.C. Work
429	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level
430	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
431	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
432	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
433	R.C.C. work in beams, suspended floors, roofs having slope uptp 15o landings, balconies, shelves, chajjas,lintels, band, plain window sills, staircases and spiral staircases above plinth level upto floor fivelevel excluding the cost of centering, shuttering, finishing and reinforcement, with 1 : 1 .5: 3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)
434	PRE-CAST:
435	Providing and laying upto floor five level reinforced cement concrete In kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with(1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
436	Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. Above Plinth Level.
437	Thermo-Mechanically Treated bars
438	FORM WORKS:
439	Centering and shuttering including strutting, propping etc. and removal of form for:
440	Foundations, footings, bases of columns, etc. for mass concrete
441	Suspended floors, roofs, landings, balconies and access platform
442	Edges of slabs and breaks in floors and walls
443	Under 20cm
444	Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards
445	FINISHING:
446	12 mm cement plaster of mix
447	1:4 (1 cement : 4 C/sand)
448	SH:- Construction of C.C. Road
449	EARTH WORK.
450	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed:
451	All kinds of soil
452	CONCRETE WORKS:
453	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level:
454	1:4:8 ( 1cement:4 coarse sand:8 gradedstone aggregate 40mm nominal size)
455	1:2:4 ( 1cement:2 coarse sand:4 gradedstone aggregate 40mm nominal size)
456	FORM WORKS:
457	Centering and shuttering including strutting, propping etc. and removal of form for:
458	Foundation footings, bases of columns etc.and mass concrete.
459	Providing ofInternal Electrification installation for Main Building
460	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
461	Group A
462	Group B
463	Group C
464	Wiring for light/ power plug with 4X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.
465	Wiring for light/ power plug with 4X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 2 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.
466	Wiring for circuit/ submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
467	2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
468	2X 4 sq. mm + 1 X 4 sq. mm earth wire
469	2 X 6 sq. mm + 1 X 6 sq. mm earth wire
470	Supply and drawing following size of steel conduit along with accessories in surface/ recess i/c painting in case of surface conduit or cuutt the wall and making good the same in case of recessed conduit as reqd 25 mm
471	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
472	5/6 A switch
473	15/16 A switch
474	3 pin 5/6 A socket outlet
475	6 pin 15/16 A socket outlet
476	Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
477	Supply and fixing modular type blanking plate on existing modular plate and switch ox excluding modular plate as reqd.
478	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required..
479	1 or 2 Module (75 mmX75 mm)
480	4 Module (125mm X 75mm)
481	12 Module (200 mmX150 mm)
482	Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/wooden block includingonnectiontc as reqd.
483	SUB HEAD-II : MCCB, MCB & DB’S
484	Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders inexisting cubicle panel board including drilling holes in cubicle panel making connections etc as reqd.
485	800 A , 35 KA, 4 Pole MCCB
486	Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
487	8 way, Double door
488	12 way double door
489	Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required
490	Single pole
491	Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
492	43 amps
493	63 amps
494	Supplying, installing, testing and commissioning of surfaceecess mounting vertical type 415V MB distribution board of sheet steel dust protected duly phosphatized and powder painted inclusive of 2 amps tinned copper busbar common neutral link earth bar din bar forunting MCB\"s detachable gland/knock out plate and with 100 amps 10A MCCB as incomer interconnection between incomer MCCB and bus of followingay (butthout MCB\"s) as reqd.
495	12 Way (8+36) TPN MCB DB Duble door.
496	Earthing with copper plate 600mm x 600mm x 6mm thick i/c accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) as reqd
497	Extra for using salt and charcoal for G.I or copper plate earth electrode as reqd
498	SUB HEAD IV:- Fittings/Fixtures
499	S/F 48\"\" sweep (1200mm) A.C.Ceiling fan complete with down rod canopy 3 (three) blades but without regulator etc as reqd.(Make Bajaj/Usha or similar)
500	Supplying, Erection, testing and commissioning of (pre-wired) wall bracket/ceiling fittings of all sizes and shapes containingCFL/LED/W GLS lamps per fitting, complete with all accessories including connection etc. as required(havell,s /Bajaja/Phillips/Cromton).

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