Tender For Construction Of 50 Bedded Drug-De-Addiction Centre At Panisagar Sub-Divisional Hospital Complex ,North Tripura / Sh: Building Portion (G+4 Storied) Including Internal Water Supply, Sanitary Installation, Sewage & Drainage Works, Boundary W, Panisagar-Tripura

TDR : 54602622

Tender Notice
BOQ

14 Days Left

Panisagar , Tripura

Tender Brief : Tender For Construction Of 50 Bedded Drug-De-Addiction Centre At Panisagar Sub-Divisional Hospital Complex ,North Tripura / Sh: Building Portion (G+4 Storied) Including Internal Water Supply, Sanitary Installation, Sewage & Drainage Works, Boundary W

Document Fees
₹ 15000 /-

EMD
₹ 2579251.0 /-

Tender Value
₹ 12.89 Crore /-

Submission Date
27-03-2026

Competition Type
Indian

Bidding Type
Tender

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1	SUB-HEAD : EARTH WORK
2	Earth work in excavation by mechanical means (Hydraulic excavatorB14:B288) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
3	All kinds of soil
4	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.
5	All kinds of soil
6	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.
7	All kinds of soil
8	Extra for additional lift of 1.5m or part thereof.
9	All kinds of soil
10	Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
11	Supplying chemical emulsion in sealed containers including delivery as specified.
12	Chlorpyriphos/Lindane emulsifiable concentrate of 20%
13	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment as per IS: 6313 (Part III)- Latest revision (excluding the cost of chemical emulsion):
14	Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.
15	With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
16	Treatment of soil under plinth filling using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with sand filling:
17	With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
18	SUB-HEAD : CEMENT CONCRETE WORK
19	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level:
20	1:4:8 ( 1 Cement: 4 fine sand : 8 graded stone aggregate 40 mm nominal size)
21	1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
22	1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
23	Centering shuttering including struttings, propping etc. and removal of form work for:
24	Foundations, footings, bases for columns.
25	Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
26	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
27	SUB-HEAD : RCC WORK
28	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level:
29	1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
30	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
31	1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
32	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies,shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
33	1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
34	Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with
35	1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
36	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
37	Thermo-Mechanically Treated bars of grade Fe-500D or more
38	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
39	Thermo-Mechanically Treated bars of grade Fe-500D or more
40	Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3(1cement : 3 fine sand) etc. complete, excluding the plastering of jambs, sills and soffits
41	50 mm thick
42	Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size).
43	Centering shuttering including struttings, propping etc. and removal of form work for:
44	Foundations, footings, bases for columns etc. for mass concrete with timber plank
45	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
46	Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
47	Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
48	Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
49	Stairs (excluding landings) except spiral-staircases with wooden plank
50	Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards.
51	Edges of slabs and breaks in floors and walls under 20 cm. wide
52	Weather shade, Chajjas, corbels etc., including edges.
53	Providing and laying in position design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in-Charge.
54	All works upto plinth level - Reinforced cement concrete grade M-25
55	All works upto Floor five level - Reinforced cement concrete grade M-25
56	Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof.
57	Providing and fixing in position copper plate as per design for expansion joint
58	SUB-HEAD : BRICK WORK
59	First class brick work in foundation and plinth including cost of all materials as required complete.
60	In cement mortar 1:4 ( 1 cement : 4 fine sand ).
61	In cement mortar 1:6 ( 1 cement : 6 fine sand ).
62	First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete.
63	In cement mortar 1:6 ( 1 cement : 6 fine sand ).
64	Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete.
65	In cement mortar 1:4 ( 1 cement : 4 fine sand ).
66	Half brick masonry with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-
67	In cement mortar 1:4 ( 1 cement : 4 fine sand ).
68	Extra for providing & placing in position 2 nos 6mm dia MS bars at every 4th course of half brick masonry work including anchorage in joints of 75mm in each side in superstructure for all level including cost of all materials as required complete:-
69	In cement mortar 1:4 ( 1 cement : 4 fine sand ).
70	SUB-HEAD : CLADDING WORK
71	Providing and fixing gang saw cut of approved thickness mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base of cement mortar 1:4 ( 1 cement : 4 fine sand ) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing , curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels:-
72	14 mm thick Rajnagar Plain white marble/ Udaipur green marble/ Zebra black marble or equivalent duly approved:-
73	Area of slab upto 0.50 sqm.
74	14 mm thick Granite of any colour and shade duly approved:-
75	Area of slab upto 0.50 sqm.
76	Providing edge moulding to approved thickness marble stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete at all levels as required as per design approved by the Engineer-in-charge:-
77	14 mm thick Granite work.
78	Providing and fixing stone slab with table rubbed, edges rounded and polished of size 75x50 cm deep and approved thickness fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth including rubbing, curing etc. complete at all levels as required (measurement should be of exposed finished work):-
79	White Agaria Marble Stone of approved shade of 18 mm thick (75 x 50 cm).
80	SUB-HEAD : WOOD & PVC WORK
81	Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position :
82	Local Teak wood
83	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 paneled or paneled and glazed shutters 25 to 40 mm thick.
84	Local Teak Wood 16mm. Thick
85	Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:-
86	35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
87	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.
88	Fixed to openings /wooden frames with rawl plugs screws etc.
89	Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size)
90	Providing and fixing hard drawn steel wire fabric 75 x 25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62 x 19 mm beading of Gamair wood.
91	Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :
92	300 x 16 mm
93	250 x 16 mm
94	Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete :
95	300 x 10 mm
96	250 x 10 mm
97	Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :
98	125 mm
99	100 mm
100	Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.
101	Single rubber stopper
102	Providing and fixing bright finished 100mm mortice lock with 6 levers without pair of handles for aluminium door with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge.
103	Providing and fixing factory made door frame (single rebate) made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 60mm width & 30mm thickness and shall be fixed to wall as per instructions of Engineer-In-Charge using 100x8 sheet metal CSK screws.
104	Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71mm width & 28mm thick as vertical & horizontal styles. Joints are made using solvent adhesive and GI ‘C sections (39mm x 19mm x 0.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert & telescopic polymeric ‘L’ corners .The panel shall be filled with 3mm thick high - pressure compact laminate as per manufacturer’s specifications and directions of the Engineer-in-charge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter).
105	Providing and fixing factory made uPVC white colour sliding glazed door comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension uPVC extruded glazing beads, uPVC extruded interlock and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated)handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) cresent lock (if required), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8mm 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 rod of 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). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.
106	Two track two panels sliding door made of (big series) frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm)
107	Providing 50 × 50 × 50 mm Gamair wood plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement: 3 fine sand) and making good the walls etc.
108	Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete.
109	Providing and fixing in position wall panelling at all heights with integral densified calcium silicate panels/tiles of size 595 x 595mm, having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity <0.043 W/m K as per ASTM 518:1991, comprising of a frame made from especially fabricated galvanised mild steel sheet 0.50 mm thick pressed section (galvanizing @120 grams per sqm including both sides) i.e.vertical studs of size 48 x 34 x 36 mm are placed at 600mm center to center in a floor and ceiling channel section of size 50 x 32m fixed to the floor and soffit at 600mm centers using 12mm dia,50mm long wedge type expanded zinc alloy dash fastner with 10mm bolt. This same channel is then to be fixed in horiziontal direction at 600mm center to center so as to form a grid of 600mm x 600mm. Glasswool of 50mm thickness is then to be inserted in the slots and finally calcium silicate non combustible panels/tiles are to be screw fixed with self tapping pan head nickel coated mild steel screws of size 13 x 3.2mm on to this grid leaving an even groove of 1 mm between the panels. The joints between the panels are to be duly jointed and finished using recommended jointing calcium silicate
110	based compound and fiber joint tape roll 50mm wide (90 metre )roll and two coats of primer suitable for panelling as per manufacturer's specification as per direction of Engineer-in-Charge all complete.
111	SUB-HEAD : STEEL WORK
112	Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm at 100 mm centre to centre and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia. steel pulleys & with riveted bolts, nuts, locking arrangement, stoppers, handles, hold fast /anchor bolt including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required.
113	Providing and fixing fan clamp type-I of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs during laying including painting the exposed portion of loop, all as per standard design complete.
114	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. complete as required:-
115	In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.Base plate and other plates for purlins
116	Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
117	Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.Holding down bolts for base plates (20 mm dia)
118	Providing and fixing MS bolts including nuts and washers complete as per standard design:-
119	Upto 300 mm length
120	Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including 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.).
121	Providing, fabricating, transporting, assembling and erection in position of Steel members for steel colunms, built up beams using structural tubular sections (confirming to IS 2062 -1999 grade B Fe 410, normalized control cooled , yield strength + 250 MPa as per latest IS Code) to the required profile & shape as called for as per the drawing & specifications and of approved make including the shear connectors /studs and fusion weld to top of horizontal member. This item also includes prepration of shop drawings and their approval, necessary templates, adequate temporary supports, scaffolding & staging, all cutting, grinding, sliding & all labour tools, plants & equipments & operations etc. required to complete the job as per drawing & specification.
122	Every precaution to be taken to prevent rusting of sections. This item also includes all test on materials & welded fabricated parts as per specification and direction of Engineer - in - Charge. Temporary bolts & nuts ( grade EN 8 ) to be used during assembling & shall be removed before site erection. All site erection bolts shall be HSFG type only. The item to include cost of sand blasting on materials, application of primer and epoxy paint in internal & external in fabrication shop & final painting on site including all touch up works after erection as per technical specification.
123	Scope of work includes:i) Design & fabrication of any additional temporary structure including all type of lifting brackets, supporting brackets ,which will be required for transportion & erection in position / launching of fabrication part or complete element in position.ii) Making provision & arrangement for required opening / inserts for fixing lights fixtures & funning cable conduits.iii) All incidentials labour, equipement & plants required to execute & complete the job from fabrication to erection at final position as per drawing, specification & direction of Engineer - in -Charge. iv) Cleaning & removing of all spoil, temporary arrangementa for casting of deck slab/roofing.
124	v) All safety measures required to execute & complete the work.vi) Procurement of all materials from approved manufactures & fabrication. Complete methodology for structural steel work, Name of workshop for fabrication works, Testing facilities & erection procedures etc.to be intimated for approval of Engineer - in - Charge.vii) The provision of temporary bearing / sand jacks for supporting steel members during erection.viii) Provision of stability during erection against wind load or any other type of loading on structural steel members during erection.ix) Measurement shall be only for structural steel which is erected & is part of permanent structure & paid as per approved shop drawings. All wastages, temporary works, Jigs, temporary assembly bolts etc. are deemed to be included in rates. No allowence or increse in weight for welding , nuts & bolts etc will be applicable.
125	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. complete as required:-
126	In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.
127	SUB-HEAD : ALUMINIUM WORK & STRUCTURAL GLAZING
128	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixing with dash fasteners of required dia and size, including necessary filling up of gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawing and the direction of Engineerincharge. (Glazing and paneling and dash fasteners to be paid for separately) :-
129	For fixed portion of approved quality:-Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
130	For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing fittings wherever required including the cost of EPDM rubber / neoprene gasket required ( Fittings shall be paid for separately ):-
131	Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
132	Providing and fixing glazing of approved quality in aluminium doors, windows, ventilator, shutters and partition etc. with EPDM rubber / neoprene gasket etc. complete as per architectural drawing and the direction of Engineer-in-charge (Cost of snap beading shall be paid in basic item) :-
133	With float glass panes of 8.0 mm thickness ( weight not less than 20.0 kg / sqm )
134	With float glass panes of 5.5 mm thickness ( weight not less than 13.50 kg / sqm )
135	Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embrossed on the body / plate with double spring mechanism and door weight upto 125 kg. for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece MS sheet outer box with slide plate etc. complete as per direction of the Engineer-in-charge:-
136	With stainless steel cover plate minimum 1.25 mm thickness
137	Providing and fixing stainless steel ( SS 304 grade ) adjustable friction window stay of approved quality with necessary stainless steel screws etc. to the side hung windows etc. complete as per direction of Engineer-in-charge:-
138	205 x 19 mm
139	Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. of approved quality complete as per direction of Engineer-in-charge:-
140	Anodised aluminium of grade AC 15.
141	Providing and fixing 100 mm brass locks (best make of approved quality) with 6 levers without pair of handles for aluminium doors including necessary cutting and making good etc. complete as per direction of Engineer-in-charge.
142	Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of aluminium composite panel material of approved thickness and specification. The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.
143	(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.\\"
144	Aluminium Composite Panels of 4mm total thickness with Top coil – 0.50mm AA3003 / AA3105 / AA5005 Grade manufactured as per IS-737 1986, FR Grade Class B1 with 3mm Mineral Core with minimum 70-72% Inorganic content (Aluminium Hydroxide and Magnesium Hydroxide) 28-30% Organic content (LDPE) conforming to ASTM E-119-16,18 and EN 13501-1, class B1,and Bottom coil – 0.50mm AA3003 / AA3105 / AA5005 Grade, manufactured as per IS-737 1986 with minimum 25 microns lead free PVDF Coating conforming to AAMA2605 on top coil and Service coating on Back Coil (4 - 6 microns) having minimum panel weight of 7.5 Kg/m2
145	Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt. The glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof.
146	10 mm thick clear toughened glass
147	SUB-HEAD : FLOORING AND SKIRTING WORK
148	Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips [40mm wide and 4 mm thick] etc. all complete as per direction of Engineer-in-charge.
149	40 mm thick
150	Providing and fixing 1st class quality ceramic glazed wall tiles conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-in-charge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade etc. all complete as per direction of the Engineer in-charge.
151	600 mm X 300 mm in all shades and design
152	Providing and laying 1st class quality ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. all complete as per direction of the Engineer in-charge.
153	Anti-Skid TilesSize of tile 300 mm x 300 mm in all shade and designs
154	Mat Finish TilesSize of tile 600 mm x 600 mm in all shade and designs 1st class quality ceramic floor Porcelain tiles
155	Providing and laying 1st class quality vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622 -2017, of approved make,in all colours and shades, laid over 20mm thick cement mortar 1:4 (1 cement : 4 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etcall complete as per direction of the Engineer-in-charge..
156	Double charged Stainfree Vitrified tiles (Glossy)Size of tile 1200 mm x 600 mm
157	Glazed Vitrified Tiles (Glossy / Mat Finish/ Anti-Skid)Size of tile 1200 mm x 600 mm
158	Glazed Vitrified Tiles - Full Body (Glossy / Mat Finish/ Anti-Skid)Size of tile 1200 mm x 600 mm
159	Extra for providing and laying Vitrified tiles (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622 - 2017, of approved make, in all colours and shades, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. all complete as per direction of the Engineer-in-charge
160	Soluble Salt Stainfree vitrified tiles (Glossy) / Double charged Stainfree vitrified tiles (Glossy) / Glazed Vitrified Tiles (Glossy / Mat Finish/ Anti-Skid) / Glazed Vitrified Tiles - Full Body (Glossy / Mat Finish/ Anti-Skid)
161	Providing and fixing Kota stone in floors over 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with ordinary cement slurry including pointing with ordinary cement mixed with pigment of matching shade, including rubbing and polishing etc. all complete as per direction of Engineer-in-charge.
162	Kota stone slab 25mm thick
163	Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1 : 3 ( 1 cement : 3 fine sand ) and joined with ordinary cement slurry mixed with pigment to match the shade of slabs, including rubbing and polishing etc. all complete as per direction of Engineer-in-charge.
164	Providing and fixing Marble stone in floors over 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with of matching shade, including rubbing and polishing complete.
165	14mm thick Marble StoneRajnagar plain marble
166	Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 fine sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete.
167	8mm thick Rajnagar marble tiles (polished)
168	Providing and laying flamed finish Granite stone flooring with border in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 fine sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc for Granite stone flooring complete in treads of steps and risers using single length upto 2.00 metre. all complete as specified and as directed by the Engineer-in-Charge.
169	14mm thick Granite stone Slab
170	Extra for pre-finished nosing to treads of steps of Granite stone flooring
171	Providing and fixing Precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry including rubbing and cleaning etc. all complete as per direction of Engineer-in-charge.
172	In dark shade using ordinary cement
173	Providing and fixing tactiles of standardized designs conforming to RNIB (The Royal National Institute for the Blind, UK), DETR (Department of the Environment, Transport and the Regions, UK) & ADA (Americans with Disabilities Act, USA) of size 300 x 300 mm in floors, (thickness to be specified by the manufacturer) specially designed to assist the visually impaired - “foot braille”, with water absorption less than 0.5%, of approved brand & manufacturer, laid on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) including grouting of joints etc. all complete as per direction of Engineer-in-charge. (Payment for grouting of joints to be made separately)
174	Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smoothfinish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:.
175	80 mm thick factory made c.c. interlocking paver block of M-35 with approved colour, design and pattern.
176	SUB-HEAD : ROOFING AND CEILING WORK
177	Supply & installation of pre-painted Galvalume sheets for roofing/cladding (size, shape and pitch of corrugation as approved by Engineer-in-charge) in 550mpa steel grade, made out of Cold Rolled Steel coated with Zinc-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to ASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality Polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM washers filled with white lead complete 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 and as per direction of Engineer-in-charge.
178	0.50mm thickness
179	Supply & installation of pre-painted Galvalume sheets roofing accessories in 550mpa steel steel grade, made out of Cold rolled steel coated with Zinc-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to AASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side etc. complete as per direction of Engineer-in-charge. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. The sheet shall be fixed using self drilling /self tapping screws with EPDM washers complete for Ridges/Valley/Gutter/Flashing of width 610mm:
180	0.50mm thickness
181	PProviding and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm
182	and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings etc. complete and as per direction of Engineer-in-charge.
183	12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit.
184	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kg/cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:
185	Single socketed pipe - 110 mm OD
186	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type-A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:
187	Coupler - 110 mm
188	(ii) Single equal tee without door - 110 x 110 x 110 mm
189	(iii) Single equal tee without door - 110 x 110 x 110 mm
190	(iv) Bend 87.5o - 110mm
191	(v) Plain shoe - 110 mm
192	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete.
193	110mm
194	Providing and fixing to the inlet mouth of rain water pipe PTMT grating with thickness of 8mm and weighing not less than 100gm. complete.
195	100mm
196	SUB-HEAD : FINISHING WORK
197	12 mm cement plaster of mix:-
198	In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
199	In cement mortar 1 : 6 ( 1 cement : 6 fine sand )
200	15 mm cement plaster on the rough side of single or half brick wall of mix:-
201	In cement mortar 1 : 6 ( 1 cement : 6 fine sand )
202	6 mm cement plaster of mix:-
203	In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
204	Neat cement punning.
205	Wall painting with acrylic plastic emulsion paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
206	Two or more coats on new work
207	Finishing walls with premium acrylic smooth exterior paint with Silicon additives of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
208	New work ( two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
209	Applying priming coat [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
210	With ready mixed Pink or Grey primer of approved brand and manufacture on wood work ( hard & soft wood ).
211	With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
212	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:
213	Two or more coats on new work
214	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.
215	SUB-HEAD:WATER PROOFING WORK
216	Grading roof for water proofing treatment complete as required as per direction of the Engineer-in-charge with :
217	Cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
218	Cement mortar 1:4 (1cement : 4 fine sand)
219	Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound, as directed by Engineer-in-Charge and consisting of applying :
220	(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.
221	(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
222	SUB-HEAD : PLUMBING WORKS
223	Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
224	White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests.
225	Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
226	W.C. pan with ISI marked white solid plastic seat and lid
227	Providing and Fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
228	Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern.
229	Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe.
230	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively.
231	Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings:
232	Flat back wash basin of size 550x400mm.
233	Providing and fixing kitchen sink including making all connections excluding cost of fittings.
234	White glazed fire clay sink of size 600x450x250mm.
235	Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings:
236	Size 600x450x200 mm.
237	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
238	(i) Semi rigid pipe - 32 mm dia
239	(ii) Flexible pipe - 32 mm dia
240	Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
241	Providing and fixing 600x120x5mm glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
242	Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour.
243	450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms.
244	Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colours weighing not less than 105 gms.
245	Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements weighing not less than 106 gms.
246	Providing and fixing on wall face unplasticised Rigid PVC rain water, soil, waste & vent pipes (working pressure 6 kg / cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:
247	Single socketed pipe - 110 mm OD
248	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC soil, waste pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:
249	Coupler110mm
250	Single pushfit Coupler110 mm
251	Single equal tee with door110 x 110 x 110 mm
252	Single equal tee without door110 x 110 x 110 mm
253	Double equal junction of required degree without door110x110x110 x110 mm
254	Double equal junction of required degree with door110x110x110 x110 mm
255	Bend 87.5 degree110mm
256	Plain shoe110 mm
257	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water, soil, waste & vent pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete.
258	110mm
259	Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size ) including necessary plaster and pointing in cement mortar 1:4(1cement: 4 coarse sand):
260	100 mm dia.
261	Providing and fixing SS grabbars set for accessible toilets comprising of 4 No. Grabbars as specified:(1 NO. wing grabbar + 1 NO. Lshaped grabbar + 2 No. straight grabbars= 1 typical set)a) Swing grabbar (1 NO) Providing a S.S.304 SWING HANDICAP GRABBAR-700mm and of DIA:32MM and thickness 1.5 mm of the roved brand and make.b) L shaped grabbar (1 NO) Providing S.S304 LSHAPED DISABLED GRABBAR of SIZE-600MM (H)X600MM(D) and 32MM DIA and thickness 1.5mm of the approved brand and make.c) Straight grabbar (2 NO) Providing S.S.304 GRAB RAIL (600 MM), 32MM DIA and thickness 1.5mm of the approved brand and make.
262	SUB-HEAD : WATER SUPPLY
263	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 Charge.
264	Internal work - Exposed on wall
265	15 mm nominal outer dia .Pipes.
266	20 mm nominal outer dia .Pipes.
267	25 mm nominal outer dia .Pipes.
268	32 mm nominal outer dia .Pipes.
269	40 mm nominal outer dia .Pipes.
270	50 mm nominal outer dia .Pipes.
271	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.
272	Concealed work including cutting chases and making good the walls etc.
273	15 mm nominal outer dia .Pipes.
274	20 mm nominal outer dia .Pipes.
275	25 mm nominal outer dia .Pipes.
276	32 mm nominal outer dia .Pipes.
277	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.
278	External work
279	15 mm nominal outer dia .Pipes.
280	20 mm nominal outer dia .Pipes.
281	25 mm nominal outer dia .Pipes.
282	32 mm nominal outer dia .Pipes.
283	40 mm nominal outer dia .Pipes.
284	50 mm nominal outer dia .Pipes.
285	Providing and fixing brass bib cock of approved quality :
286	15 mm nominal bore
287	Providing and fixing brass stop cock of approved quality :
288	15 mm dia nominal bore
289	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):
290	25 mm nominal bore
291	40 mm nominal bore
292	Providing and fixing gun metal non-return valve of approved quality (screwed end):
293	25 mm nominal boreVertical
294	40 mm nominal boreVertical
295	Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
296	Constructing masonry Chamber 30x30x50 cm, inside , in brick work in cement mortar 1:4 (1 cement :4 fine sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :
297	With Second Class bricks
298	Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet:
299	100 mm diameter
300	Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements weighing not less than 106 gms.
301	SUB-HEAD : SEWAGE AND DRAINAGE WOPRKS
302	Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete :
303	150 mm diameter
304	Providing and laying cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design:
305	150 mm diameter S.W, pipe
306	Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with well burnt 2nd class bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
307	Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 1st class bricks in cement mortar 1:4 (1 cement : 4 fine sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 fine sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 fine sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :
308	Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :
309	Extra for depth beyond 450 mm of brick masonry chamber for underground C.I. inspection chamber with same specification as mentioned in item no 20.330 complete as per standard design :
310	For 500x700 mm size
311	Supplying and installation of 2 H.P Mono block Pump 50x40 mm Suction and delivery pipe complete fabricated to C.0 base of standard size with holding down bolt with panel board, single phase connection motor and starter to main switch, indicator and earthening etc. complete as per direction of the Engineer-In-Charge (No additional cost for electrification upto main switch will be paid seperately) Measurement to be taken after successful operation of the Pump)
312	SUB-HEAD : ROAD WORKS
313	Compacting Original Ground Compacting Original Ground supporting subgrade
314	Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification Clause 303.5.2.
315	GRANULAR SUB-BASES, BASES (NON-BITUMINOUS) AND SHOULDERS
316	Granular Sub-base with Well Graded Material (Table 400.1)By Mix in Place Method
317	Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.For Grading I Material
318	Water Bound Macadam Sub-Base / Base
319	WBM Grading - 2
320	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 2' as per MoRD Technical Specification Clause 405.By Mechanical Means
321	Water Bound Macadam Sub-Base / Base
322	WBM Grading 3
323	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 3' as per MoRD Technical Specification Clause 405.By Mechanical Means
324	BASES AND SURFACE COURSES (BITUMINOUS)
325	Tack coat using hot straight run bitumen of grade VG-30 on W.B.M.
326	Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 kg/ sqm.
327	25 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder
328	Providing, laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.
329	Case - II By Mechanical MeansBitumen of VG-30
330	Seal Coat
331	Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.
332	A By Manual MeansCase-IV : Type D (premix with fine sand)(i) Bitumen of VG-30 Please Enable Macros to View BoQ information

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Tender For Construction Of 50 Bedded Drug-De-Addiction Centre At Panisagar Sub-Divisional Hospital Complex ,North Tripura / Sh: Building Portion (G+4 Storied) Including Internal Water Supply, Sanitary Installation, Sewage & Drainage Works, Boundary W, Panisagar-Tripura

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Tender For Construction Of 50 Bedded Drug-De-Addiction Centre At Panisagar Sub-Divisional Hospital Complex ,North Tripura / Sh: Building Portion (G+4 Storied) Including Internal Water Supply, Sanitary Installation, Sewage & Drainage Works, Boundary W, Panisagar-Tripura

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