Tender For Infrastructure Creation For District Administration Of New District Kangpokpi Construction Of Mini Secretariat Additional Block G Plus 1 Sh Civil Works, Kangpokpi-Manipur

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Kangpokpi , Manipur

Tender Brief : Tender For Infrastructure Creation For District Administration Of New District Kangpokpi Construction Of Mini Secretariat Additional Block G Plus 1 Sh Civil Works

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₹ 1766000.0 /-

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Submission Date
02-02-2026

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Indian

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1	(SH: Construction of Mini Secretariate additional block G+ 1) ANNEXURE-A
2	SUB HEAD 1: EARTHWORK
3	Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. 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. All kinds of soil.
5	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 mAll kinds of soil.
6	Extra for every additional lift of 1.5 m or part thereof in.All kinds of soil.All kinds of soil.
7	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.
8	Supplying and filling in plinth with sandy soil under floors including, watering,ramming consolidating and dressing complete.
9	SUB HEAD 2: PLAIN CEMENT CONCRETE WORK
10	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size)
11	Providing and laying damp proof course 50 mm thick with concrete cement 1:2:4(1 cement : 2 course sand :4 graded stone aggregate 20 mm nominal size)
12	SUB HEAD 3: REINFORCED CEMENT CONCRETE WORK
13	Providing and laying inpositionready mixed plain cement concreteor site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland/ Portland Slag cement, admixture in recommended proportions as per IS:9103 to accelerate / retard setting of concrete,to improve ductility and workability without impairing strength;including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge; for the follwing grades of concrete.All works upto Plinth levelConcrete of M-25 grade with minimum cement content of330 kg/cum.
14	Providing and laying inpositionready mixed plain cement concreteor site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland/ Portland Slag cement, admixture in recommended proportions as per IS:9103 to accelerate / retard setting of concrete,to improve ductility and workability without impairing strength;including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge; for the follwing grades of concrete.All works above Plinth level upto floor V LevelConcrete of M-25 grade with minimum cement content of330 kg/cum.
15	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 above plinth level upto floor five level, 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).
16	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars
17	Reinforcement for R.C.C. work including straightening, cutting, bending,placingin position and binding all complete. Above Plinth level Thermo-Mechanically Treated bars
18	SUB HEAD 4: SHUTTERING FORM WORK
19	Centering and shuttering including strutting, propping etc. and removal of form for:Foundation, footings, bases of columns etc. and mass concrete.
20	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
21	Columns, Pillars, Piers, Abutments, Posts and Struts.
22	Stairs, (excluding landings) except spiral-staircases.
23	Suspended floors, roofs, landings, balconies and access platform, with water proof ply 12mm thick.
24	Lintels, beams, plinth beams, girders, bressumers and cantilevers, with water proof ply 12mm thick.
25	SUB HEAD 5: BRICK WORK
26	Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
27	Brick work with Ist class common burnt clay F.P.S.(non modular) bricks in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement: 4 coarse sand)
28	Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in - Cement mortar 1 : 4 (1 cement : 4 coarse sand)
29	SUB-HEAD: 6 WOOD WORK & ACCESSORIES
30	Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately :Local best quality Teak wood.:
31	Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick .Local best quality Teak wood.
32	Providing 40x3mm flat iron hold fast 40cm long I/c fixing to framed with 10 mm dia .bolt nuts and windows plugs and wooden plugs and embedding in cement concrete block 30x10x15mm 1:3:6(1cement:3 coarse sand:6 graded stone aggrt.20mm nominal size)
33	Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete.
34	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 : 300x16 mm
35	Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 125x64x2.50 mm
36	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: 300x10 mm
37	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: 100x10 mm
38	Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm
39	SUB-HEAD: 7 FINISHING WORK
40	12 mm cement plaster 1 : 4 (1 cement : 4 coarse sand)
41	15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
42	Providing and applying white cement based putty of average thickness 1mm of approved brand and manufacture over the plastered wall surface to prepare the surface even and smooth complete.
43	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer
44	Painting with oil type wood preservative of approved brand and manufacture: New work (Two or more coats )
45	Varnishing with varnish of approved brand and manufacture: Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish.
46	Polishing on wood work with ready made wax polish of approved brand and manufacture :New work
47	Finishing walls with textured exterior paint of required shade: New work (two or more coats applied @ 3.28Lts/1sqm) over and including base coat of water proofing cement paint applied @2.2kg/10sqm.
48	Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50grams/litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats
49	SUB-HEAD: 7 FLOORING WORK
50	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 pigments etc., complete.Size of Tile 600 x 600 mm
51	Providing and fixing 10mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4(1 acid proof cement: 4 coarse sand). Acid and alkali resistant tile.
52	Providing and fixing 10mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement: 4 coarse sand).. Acid and alkali resistant tile.
53	Providing and laying factory made cement concrete interlocking paver block M-30 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling joints with line sand etc. All complete as per the direction of Enigneer-in-charge. 80mm thick
54	Providing and laying Polished Granite stone flooring in required design and patterns, in linearas well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm ( average ) thick base of cement mortar 1 : 4 ( 1 cement: 4 coarse sand ) laid and pointing withcement slurry admixed with pigment of matching shade including rubbing, curing and polishingetc. all completeas specified and as directed by the Engineer -in - Charge. PolishedGranite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
55	Extra for providing edge moulding to 18mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite work.
56	40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 6mm thick with white, black,chocolate, grey, yellow or green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement: 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete :Medium shade pigment with 50% white cement and 50% ordinary cement.
57	SUB-HEAD: 8 STEEL WORK
58	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.Electric resistance or induction butt welded tubes.
59	Providing and fixing in position collapsible steel shutters with vertical channels 20xl0x2mm 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.
60	Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop, all as per standard design complete.
61	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, 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.).
62	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. Fixed to openings /wooden frames with rawl plugs screws etc.
63	SUB-HEAD: 9 ROOFING & CEILING WORK
64	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-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 self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal,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 with Precoated galvanised iron profile sheets0.50 mm thick
65	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 G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : Ridges plain (500-600mm)Precoated galvanised iron profile sheets0.50 mm thick
66	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 G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : Gutter (500-600mm over all girth)Precoated galvanised iron profile sheets0.50 mm thick
67	Extra for providing and fixing wind ties of 40x 6mm flat iron section.
68	Providing and fixing on wall face 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, (i) Single socketed pipes. 75 mm diameter
69	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.
70	Single push fit Coupler:75 mm
71	Single tee with door 75x75x75 mm
72	Bend 87.5° 75 mm bend
73	Shoe (Plain) 75 mm Shoe
74	Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating sqare (Slit) 150 mm sqare with a height of 8 mm and weighing not less than 100 gms
75	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 of 25x25x0.55mm of required length with nuts and bolts of required size and the other end of the angle hanger fixed with. intermediate G.I. channels 45x15x0.9mm running at the spacing of 1200mm centre to centre, to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction, including fixing perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre, with 25mm long drive-all screws @ 230mminterval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall. Fully Perforated Gypsum Plaster Board of size 1200 x 2400 x 12.5 mm having approx. 15% perforated size and pattern as approved by the Engineer-in-charge and as per manufacter\"s specification, with all 4 sides tapered and backed by acoustical tissue with NRC value not less than 0.60.
76	SUB-HEAD: 10 SANITARY WORK
77	Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :16.3.1 W.C. pan with ISI marked white solid plastic seat and lid.
78	Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete.
79	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively withutomatic 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 :16.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern
80	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required:16.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
81	Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
82	Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
83	Providing and fixing 600x450 mm beveled 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.
84	Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.16.13.2 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms
85	Providing and fixing PTMT liquid soap container 109 mm wide, 125 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.
86	Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.16.34.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
87	Providing and fixing PTMT urinal cock of approved quality and colour.16.35.1 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms.
88	Providing and fixing toilet paper holder: 16.29.1 C.P. brass
89	SUB-HEAD: 11 WATER SUPPLY WORK
90	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.
91	15 mm nominal outer dia Pipes
92	20 mm nominal outer dia Pipes
93	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.External work
94	25 mm nominal outer dia Pipes
95	32 mm nominal outer dia Pipes
96	100 mm nominal outer dia Pipes
97	Providing and fixing brass bib cock of approved quality : 15 mm nominal bore
98	Providing and fixing brass bib cock of approved quality :20 mm nominal bore
99	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :20 mm nominal bore Code
100	Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore 17.11.2.1 Horizontal
101	Providing and placing on terrace (at all floor levels) polyethylene 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 the base support for tank.
102	SUB-HEAD: 12 PLINTH PROTECTION WORK
103	Earth work in rough excavation, bankingexcavated earth in layers notexceeding20 cm in depth,breaking clods watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m :All kinds of soil
104	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:2:4 ( 1 Cement: 2coarse sand : 4 graded stone aggregate 40 mm nominal size)
105	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarsesand : 6 graded stone 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.
106	SH: Septic tank & Ground sumpANNEXURE-B
107	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 -All kinds of soil
108	Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size).
109	Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:2:4 ( 1 Cement: 2coarse sand : 4 graded stone aggregate 20 mm nominal size).
110	Reinforcement for R.C.C. works including straightening, cutting, bending, binding and placing in position all complete(a) TMT steel bars.
111	Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundation footings, bases of column etc. and mass concrete
112	b) suspended floors, roofs, landings, balconies and access platform.
113	c) edges of slabs and breaks in floors and walls under 20 cm wide .
114	Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand).
115	Filling available excavated earth(excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre.
116	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 above plinth level upto floor five level, excluding the cost ofcentering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
117	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 pipe & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.External work - 100 mm nominal outer dia Pipes
118	(SH: Internal drain) ANNEXURE-C
119	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 -All kinds of soil
120	Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size).
121	Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:3:6 ( 1 Cement: 3coarse sand : 6 graded stone aggregate20 mm nominal size).
122	Cement concrete flooring 1:2:4 (1 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 -40mm thick with 20mm nominal size stone aggregate
123	12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 ( 1 cement : 3 fine sand)
124	Filling available excavated earth(excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre.
125	Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundation footings, bases of column etc. and mass concrete
126	b) Vertical surface such as walls (any thickness), partition and the like i/c attached pilasters, buttresses, plinth and the string courses and the like
127	(SH: Toilet Block) ANNEXURE-D
128	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 -All kinds of soil.
129	Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size).
130	Filling available excavated earth(excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre.
131	Filling in plinth with sandy soil under floors including watering ramming, consolidating and dressing complete.
132	Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand).
133	Providing and laying in position specified grade of reinforced cement concrete, excluding cost of centering, shuttering,fininshing and reinforcement - all work upto plinth level in 1:1.5:3 (1 Cement: 1.5 Coarse Sand: 3 graded stone aggregate 20 mm nominal size).
134	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 above plinth level upto floor five level, excluding the cost ofcentering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
135	Centering and shuttering including strutting, propping etc. and removal of form forc) Lintels, beams,plinth beams, girders, bresummers and cantilevers.
136	d) suspended floors, roofs, landings, balconies and access platform.
137	Reinforcement for R.C.C. works including straightening, cutting, bending, binding and placing in position all complete(a) TMT steel bars.
138	Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand).
139	Half brick masonry with 1st class common burnt clay F.P.S ( non modular)bricks in foundation and plinth in -cement mortar 1:3 ( 1 cement : 3 coarse sand)
140	Providing wood work in trusses, purlins, rafter, posts, post plate wall plate & the like wrought framed hoisted & fixed in position.9.79.1 First class Uningthou wood
141	Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately(i) Local best quality Teak wood
142	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory 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 complete as per direction of Engineer-in-charge. Local best quality Tolhao wood .(ii) 35 mm thick shutters.
143	Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement [email protected] kg/sqm including grouting thejoints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Double charge vitrified tile polished finish of size -Size of Tile 600 x 600 mm
144	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer),with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.
145	15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 c/ sand) .
146	Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets 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. (12.1.2 )0.8 mm thick with zinc coating not less than 275gm/sqm
147	Providing ridges or hips of width 60 cm over all width plain G.S. sheet fixed with polymer coated J. or L hooks, bolts and nuts 8 mm dia. G.l. limpet and bitumen washers complete.12.4.1. 0.80mm thick with zinc coating not less than 275gm/m2
148	Providing and applying white cement basedputty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
149	Applying one coat of water thinnable cement pimer of approved brand and manufactureon wall surface. Water thinnable cement primer.
150	Applying priming coat with ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
151	Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade.Two or more coats on new work .
152	Varnishing with varnish of approved brand and manufacture: Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish.
153	Providingandfixingbrightfinishedbrasstowerbolts (barrel type)with necessary screws etc. complete : b) 250 x 10 mm
154	d) 100x10 mm
155	Providing and fixing bright finished brass handles with screws etc. complete : a) 125 mm
156	a) 100 mm
157	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. completeb) 250 x 16 mm
158	Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid.
159	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required- White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
160	Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia
161	Providing and fixing 600x450 mm beveled 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.
162	Providing and fixing toilet paper holder: C.P. brass
163	Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms
164	Providing and fixing PTMT liquid soap container 109 mm wide, 125 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.
165	ProvidingandfixingPTMTtowelrailcompletewithbrackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms
166	Providing and fixing P.V.C. waste pipe for sink or washbasin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia
167	Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes, having thermal stability for hot & cold water supply, i/c all CPVC plain & brass threded 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 makng 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. 25mm nominal outer dia pipes. s
168	Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes, having thermal stability for hot & cold water supply, i/c all CPVC plain & brass threaded fittings.This includes jointing of pipes & fittings with one step CPVC solvent cement , trenching , refillingandtesting of joints complete as per direction of Engineer in Charge.Externalwork,100 mm nominal outer dia pipes.
169	Providing and fixing brass bib cock of approved quality. 15 mm nominal bore
170	Providing and fixing brass stop cock of approved quality. 15 mm nominal bore
171	Providing and fixing ball valve (brass) of approved quality, high or low pressure , wit pplastic floats complete. . 15 mm nominal bore
172	(SH: Shed )ANNEXURE-E
173	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 -All kinds of soil
174	Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size).
175	Providing and laying in position specified grade of reinforced cement concrete, excluding cost of centering, shuttering,fininshing and reinforcement - all work upto plinth level in 1:1.5:3 (1 Cement: 1.5 Coarse Sand: 3 graded stone aggregate 20 mm nominal size).
176	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 above plinth level upto floor five level, excluding the cost ofcentering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
177	Reinforcement for R.C.C. works including straightening, cutting, bending, binding and placing in position all complete(a) TMT steel bars.
178	Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundation footings, bases of column etc. and mass concrete
179	b) Lintels, beams,plinth beams, girders, bresummers and cantilevers.
180	Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand).
181	Filling available excavated earth(excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre.
182	Filling in plinth with sandy soil under floors including watering ramming, consolidating and dressing complete.
183	Cement concrete flooring 1:2:4 (1 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 -40mm thick with 20mm nominal size stone aggregate
184	Steel work in built up tubular(round, square or rectangular tubes etc.) trusses etc., including cutting, hoisting fixing in position and applyingaprimingcoatofapprovedsteelprimer,including welding and bolted including special shaped washers etc. complete. Hot finished welded type tubes.
185	Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets 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. (iii) 0.63 mm thick with zinc coating not less than 275gm/sqm
186	Providing ridges or hips of width 60 cm over all width plain G.S. sheet fixed with polymer coated J. or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. (i) 0.63mm thick with zinc coating not less than 275gm/m2
187	(SH: CC pavement /Ground flooring) ANNEXURE-F
188	Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size).
189	Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:2:4 ( 1 Cement: 2coarse sand : 4 graded stone aggregate 20 mm nominal size).
190	Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundation footings, bases of column etc. and mass concrete
191	(SH: Construction of Security Barrack ) ANNEXURE-G
192	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. All kinds of soil.
193	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth m level : 1:4:8 (1 Cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)
194	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars
195	Centering and shuttering including strutting, propping etc. and removal of form for(a)Foundation, footings, bases of columns etc. and mass concrete.
196	(b) Columns, pillars, Piers, Abutments, Posts and Struts
197	(C) Lintels, beams, plinth beam, girders, bressumers and cantilevers.
198	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) b) 1: 1.5: 3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm. nominal size).
199	Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttress, plinth and string Coarses, fillets, columns, pillars, piers, abutments posts and struts etc. above plinth level upto floor five level excluding cost of centering, shuttering, finishing and reinforcement b)1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggrt, 20mm nominal size).
200	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
201	Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50
202	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x1200 mm
203	Brick work with 1st class common burnt clay F.P.S (non modular) bricks in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand)
204	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
205	Half brick masonary with 1st class common burnt clay F.P.S (non modular) bricks in superstructure above plinth level upto V level in a) Cement mortar 1:4 (1 cement : 4 c/sand)
206	12 mm cement plaster of mix 1:4 (1 cement : 4 Coarse sand)
207	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.
208	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.
209	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement prime
210	Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade. Two or more coats on new work
211	Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
212	Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Local Best Uningthou Wood
213	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. Local Best Quality Tolhao Wood. 35mm thick shutters
214	Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
215	Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture.
216	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 :(i) 200 x 10 mm
217	(ii) 150 x 10 mm
218	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 (ii) 250 x 16 mm
219	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 :(i) 125 mm
220	Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mminterval, 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 finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer\"s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer in-charge and as per manufacturer\"s specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60
221	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes.
222	Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-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 self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, 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. Precoated Galvanised Iron Profile Sheet 0.50mm thick
223	Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete :Ridges plain (500-600mm) Precoated Galvanised Iron Profile Sheet 0.50mm thick
224	Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :a) W.C. pan with ISI marked white solid plastic seat and lid.
225	Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass
226	Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :16.9.1. Kitchen sink with drain board a) 510x1040 mm bowl depth 250 mm
227	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.( semi regid): 32 mm dia
228	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (Internal works - exposed on wall): 32 mm nominal outer dia pipes
229	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 joining of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work- exposed on wall20 mm nominal outer dia pipes
230	Providing and fixing GI pipes complete with GI fittings i/c trenching and refilling etc. (external work). A) 25mm dia nominal bore
231	Making connection of GI distribution branch with GI main of following sizes by providing & fixing Tee, i/c cutting and threading the pipe etc complete: a) 25 to 40 mm nominal bore
232	Providing and fixing C.P. brass shower rose with 15 mm or 20 mm inlet: 100 mm diameter
233	Providing and fixing brass bib cock of approved quality: 20 mm nominal bore
234	Providing and fixing brass stop cock of approved quality:20 mm nominal bore

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