Tender For Construction Of Fire Station 2 Unit Multistorey G+6 With Type A 02 Unit And Type B 12 Unit In The C Us Of Fire Station At Tehsil Aonla District Bareilly, Bareilly-Uttar Pradesh

TDR : 55178494

Tender Notice
BOQ

27 Days Left

Bareilly , Uttar Pradesh

Tender Brief : Tender For Construction Of Fire Station 2 Unit Multistorey G+6 With Type A 02 Unit And Type B 12 Unit In The C Us Of Fire Station At Tehsil Aonla District Bareilly

Document Fees
₹ 8850 /-

EMD
₹ 2136000.0 /-

Tender Value
Refer document

Submission Date
20-05-2026

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	Earth work in Excavation in trenches for foundation, pipes ,cables etc. in ordinary soil (Loam clay or sand) including lift upto 1.5 m.,lead upto 30m. And dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer. 0.00 LVL. TO 1.50 MTR.
2	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.
3	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
4	Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
5	Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work.
6	Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement:2 coarse sand) to match the existing floor. With Chlorpyriphos/ Linadane E.C. 20% with 1% concentration.
7	Providing and laying in position ready mixed or 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, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability 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 the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level
8	All works up to plinth level, Concrete of M30 grade with minimum cement content of 350 kg /cum. (Raft) All works upto plinth level
9	All works up to plinth level, Concrete of M30 grade with minimum cement content of 350 kg /cum. (Column)
10	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
11	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 13mm nominal size)
12	Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
13	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more.
14	15 mm thick plinth plaster [1 cement : 4 coarse sand]
15	Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
16	Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
17	Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
18	Providing and laying in position ready mixed or 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, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability 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 the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level, Concrete of M30 grade with minimum cement content of 350 kg /cum. (Lintel) Ground Floor to Fourth Floor
19	Providing and laying in position ready mixed or 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, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability 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 the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level, Concrete of M30 grade with minimum cement content of 350 kg /cum. (Lintel) Fifth Floor to Terrace Floor
20	All works above plinth level upto floor V level, Concrete of M30 grade with minimum cement content of 350 kg /cum. (Slab) Ground Floor to Fourth Floor
21	All works above plinth level upto floor V level, Concrete of M30 grade with minimum cement content of 350 kg /cum. (Slab) Fifth Floor to Terrace Floor
22	All works above plinth level upto floor V level, Concrete of M30 grade with minimum cement content of 350 kg /cum. (Beam) Ground Floor to Fourth Floor
23	All works above plinth level upto floor V level, Concrete of M30 grade with minimum cement content of 350 kg /cum. (Beam) Fifth Floor to Terrace Floor
24	All works above plinth level upto floor V level, Concrete of M30 grade with minimum cement content of 350 kg /cum. (Column) Ground Floor to Fourth Floor
25	All works above plinth level upto floor V level, Concrete of M30 grade with minimum cement content of 350 kg /cum. (Column) Fifth Floor to Terrace Floor
26	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 class brick in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) Ground Floor to Terrace Floor
27	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 150 class brick (First class bricks) in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) Ground Floor to Terrace Floor
28	Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. Ground Floor to Terrace Floor
29	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. Ground Floor to Terrace Floor
30	15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) Ground Floor to Terrace Floor
31	12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) Ground Floor to Terrace Floor
32	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
33	Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), 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.Area of slab over 0.50 sqm [Flooring work] Ground Floor to Terrace Floor
34	Providing and laying vitrified floor liles in different sizes (thickness to be specified by the manufacturer) with water absorption Iess than 0.08% and conforming to lS: 15622, of approved make, in all colours and shades, laid on 20 mm 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 600 x 600 mm [FLOORING] Ground Floor to Terrace Floor
35	Ground Floor to Terrace Floor Providing and laying Vitrifled tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to l.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mo(ar 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. Size of Tile 600 x 600 mm [SKIRTING]
36	Ground Floor to Terrace Floor Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : :25 mm thick
37	Ground Floor to Terrace Floor Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
38	Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. (FLOORING) Ground Floor to Terrace Floor
39	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. Ground Floor to Terrace Floor
40	62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand:4 graded stone aggregate20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 'l:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
41	Cement plaster skirting up to 30 cm height, with cement mortar 'l :3 ('1 cement : 3 coarse sand), finished with a floating coat of neat cement.18 mm thick
42	Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor).
43	Providing and fixing of Flush doors commercial quality conforming to I.S. 2202 part-I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts locks, handles spring fitting with necessary screws to be supplied departmentally. 35 mm thick Single leaf
44	Providing and fixing of Flush doors commercial quality conforming to I.S. 2202 part-I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts locks, handles spring fitting with necessary screws to be supplied departmentally. 35 mm thick Double leaf
45	Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
46	Mild steel or iron work Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
47	Mild steel or iron work 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 coatwith approved steel primer all complete.Fixed to steelwindows by welding
48	Mild steel or iron work Z-Section steel windows (openable)
49	Mild steel or iron work Angle iron door chaukhats 40405
50	Mild steel or iron work Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides
51	Mild steel or iron work Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :35 mm thick shutters Kiln seasoned and chemically treated hollockwood
52	Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre (Inner & Ceiling surface) Ground Floor
53	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90litre/10 sqm) Ground Floor
54	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Ground Floor
55	Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete.
56	Providing & fixing Stainless steel 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. (a) 250mm x 16mm .
57	Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete 250 mm x 10mm
58	Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm
59	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
60	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade.Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture : (M.S. works).
61	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade.Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture : (Wood works).
62	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
63	Construction of drain alongwith apron.
64	Providing & laying of light cinder filling under floor of toilets & other sunken roofs.
65	Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : 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. 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.
66	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.ln gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
67	Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Ordinary cement without any pigment
68	Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
69	Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
70	Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts
71	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 teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws
72	Providing and fixing non load bearing fixed frame for flre resistant glazed partition for 120 minutes fire rating, made out to a profile of dimension 60 mm x 70 mm of 1.6 mm thick galvanised steel sheet as per test evidence suitable for fixing fire rated glass for 120 minutes of both integrity & radiation control (EW120) & minimum 20 minutes of insulation (E120).The profile has to be fixed to the supporting construction by means of anchor fasteners of size M10 x 80, every 150 mm from the edges and every 500 mm (approx) c/c. Linear measurement of frame shall be measured for payment. The frame shall be filled with mineral wool insulation of density minimum 96kg/ cum and finished with a approved fire resistant primer or powder coating of not less than 30 micron in desired shade as per NBC 20'16, lS 16231 (Part 3):2016 and directions of Engineer- in- Charge.
73	Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.l. beading nrade out of 1.6 mm thick G.l. sheet (zinc coating not less than 120 gm/sqm) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/ powder coating of not less than 30 micron on G.l. beading, & special ceramic tape of 5 x20 mm size etc complete in all respect as per NBC 2016, lS 16231 (Part 3):2016 and as per direction of Engineer-in-Charge with glass of required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (E120). The manufacturer have to give test reporUcertification of fire glass and the glass should have the stamp showing the value of E, EW & El. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredited labs as per ISO/IEC 17025Ior testing and calibration scopes shall be eligible. The maximum glazing size shall not be more lhan 11O0x2200 mm (w x h) or 2.42 sqm
74	Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, allcomplete.
75	Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
76	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
77	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 withspecial shaped washers etc. complete.Electric resistance or induction butt welded tubes
78	Polycarbonate sheet roofing
79	INTERNAL PLUMBING WORKS
80	Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:- White Vitreous china Orissa pattern W.C. pan of size580x440 mm with integral type foot rests.
81	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
82	Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Range of three half stall urinals with 10 litre P.V.C.automatic flushing cistern
83	Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, 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 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. White Agaria Marble Stone
84	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:- White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
85	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 : Kitchen sink with drain board 510x1040 mm bowl depth 250 mm
86	Providing and fixing CP Brass 32/40mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge
87	Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 15 mm nominal dia
88	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 40 mm dia
89	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.
90	Providing and fixing toilet paper holder : C.P. brass
91	Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms
92	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.
93	Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.
94	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. 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.
95	Providing and fixing 600x120x5 mm glass shelf with edges round off, 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.
96	Providing and fixing uplasticised PVC connection pipe with brass unions : 30 cm length 15 mm nominal bore
97	Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore
98	Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter
99	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore
100	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore
101	Providing & Fixing Stainless Steel dustbin.complete in all respect
102	HANDICAPPED TOILET :- Providing and fixing Wall Hung Basin with Fixing Accessories, Rimless Bowl For Coupled WC with UF Soft Close Seat Cover, Hinges, Fixing Accessories, Cistern with Dual Flush Cistern Fitting ,Grab Bar 692 mm Long , Grab Bar Vertical Swing including Bottle trap, Basin Mixer Tap, with Coupling Thread. cutting and making good the wall and floors wherever required.
103	Providing & fixing C.P. hand spray with lever control (health faucet) and flexible hose 1 m long connection with C.P. holder for hand spray complete in all respects. (Angle valve to be provide under item no. 18 and measure with that item.)
104	Providing and fixing Sink Mixer Single Lever Sink Mixer With Swinging Spout on Upper Side (Wall Mounted Model) With Connecting Legs & Wall Flanges including cutting and making good the walls wherever required.
105	Providing & fixing storage type electric hot water heater 25 Litre made out of heavy gauge steel jacket finished with rust proof baked-on glossy white enamel paint, inside glass lined heavy gauge copper tank, 25 mm thick polyurethane foam insulation, thermostatically controlled immersion heater with pilot neon lamp, replaceable magnesium anode bar, suitable for 8.0 bar maximum working pressure, cold water inlet and hot water outlet pipe, suitable length of electrical cable and 15 amp 3 pin plug top, complete in all respect including testing etc. (Horizontal/Vertical)
106	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete.
107	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 10mm gap for thermal expansion. Single socketed pipes. 110 mm diameter
108	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 10mm gap for thermal expansion. Coupler 110 mm
109	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 10mm gap for thermal expansion. Single tee with door 110x110x110 mm
110	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 10mm gap for thermal expansion. Bend 87.5 degree 110 mm Bend
111	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 10mm gap for thermal expansion. Shoe (Plain) 110 mm Shoe
112	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm
113	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
114	Providing and fixing SS304 Side Wall Parapet Scupper Drain - Stainless Steel 304, Length 115mm (4-1/2″), Height 75mm (3’’),Outlet OD 74mm - Brushed - Ideal for rooftops, balconies, commercial buildings . complete in all respects. (For Balcony area)
115	Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks
116	Providing, fixing, jointing and testing, uPVC SWR pipes, - type B conforming to IS : 13592 SWR Ringfit pipes and including all fittings and such as bends, clamps, tees, cowls, clean out plugs, offsets, Y-tees, tees, door fittings, clips, clamps, stays etc fittings are commonly used in plumbing systems for drainage and waste water disposal. They are designed with a ring fit system, which uses a rubber ring inside the socket to create a leak-proof and easy-to-install joint. These pipes come in various sizes and types, for soil and waste discharge. (Single Socket) 110 mm dia (Horizontal)
117	Providing, fixing, jointing and testing, uPVC SWR pipes, - type B conforming to IS : 13592 SWR Ringfit pipes and including all fittings and such as bends, clamps, tees, cowls, clean out plugs, offsets, Y-tees, tees, door fittings, clips, clamps, stays etc fittings are commonly used in plumbing systems for drainage and waste water disposal. They are designed with a ring fit system, which uses a rubber ring inside the socket to create a leak-proof and easy-to-install joint. These pipes come in various sizes and types, for soil and waste discharge. (Single Socket) 110 mm dia (Vertical)
118	Supplying, fixing, testing and commissioning in position Multi Floor Trap with minimum 70mm water seal with rubber seal on inlet to push fit hopper for indirect waste connections of the following sizes for sunken/underslung location including providing necessary support, joints, clamps & connections for fixing etc complete, including cutting chase / hole in floors / slabs and bringing the same in proper condition and shape after placing the trap in right position complete by supporting by clamps / hangers as required. The clamps, hangers shall be of the same recommended make as the pipe material.
119	Providing, fixing, jointing and testing , of PVC Nahani Trap without jali of minimum 50 mm water seal, making necessary cutting in slab or floors and making good including supports with cement concrete 1:3:6 complete as approved by Engineer-in-Charge. (for sunken area)
120	Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. Vent Cowl With SS Jali 110mm
121	Providing, fixing, jointing and testing, unplasticized PVC pipes -10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete,for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. For Wash basin & Urinal 40mm dia. Pipe
122	Providing, fixing, jointing and testing, unplasticized PVC pipes -10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete,for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. For Wash basin & Urinal 50mm dia. Pipe
123	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 walls etc. 15 mm dia nominal bore
124	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 walls etc. 20 mm dia nominal bore
125	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 walls etc. 25 mm dia nominal bore
126	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 walls etc. 32 mm dia nominal bore
127	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall / Terrace 20 mm dia nominal bore
128	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall / Terrace 25 mm dia nominal bore
129	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall / Terrace 32 mm dia nominal bore
130	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall / Terrace 40mm dia nominal bore
131	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall / Terrace 50 mm dia nominal bore
132	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall / Terrace 65mm dia nominal bore
133	Providing and fixing gun metal gate valve with wheel of approved quality. 20mm dia nominal bore
134	Providing and fixing gun metal gate valve with wheel of approved quality. 25mm dia nominal bore
135	Providing and fixing gun metal gate valve with wheel of approved quality. 32mm dia nominal bore
136	Providing and fixing gun metal gate valve with wheel of approved quality. 40mm dia nominal bore
137	Providing and fixing gun metal gate valve with wheel of approved quality. 50mm dia nominal bore
138	Providing and fixing gun metal gate valve with wheel of approved quality. 65mm dia nominal bore
139	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 20 mm dia nominal bore
140	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 25 mm dia nominal bore
141	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 32 mm dia nominal bore
142	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 40mm dia nominal bore
143	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 50 mm dia nominal bore
144	Providing and Fixing Motorized Ball Valve, Brass 2 Way Motorized Ball Electrical Valve for Air Conditioner Valve Finish complete in all respects. 40mm dia.
145	Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mm of suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks 25mm dia.
146	Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mm of suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks 40mm dia.
147	Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mm of suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks 50mm dia.
148	Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mm of suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks 65mm dia.
149	Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mm of suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks 80mm dia.
150	Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mm of suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks 100mm dia.
151	FIRE FIGHTING WORK (WET RISER SYSTEM)
152	Supplying, installation, testing and commissioning of electric driven Main Fire Pump suitable for automatic operation and consisting of following, complete in all respects, as required: Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520. (Common For Hydrant and Sprinkler System) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-325 M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered with anti vibration pads. 2850 lpm at 88 m Head.
153	Supplying, installation, testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Diesel Driven Pump) Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12/24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered with anti vibration pads. 2850 lpm at 88 m Head.
154	Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Jockey Pump) Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS : 1520. Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS : 325. M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered with anti vibration pads. 180 lpm at 88 m Head.
155	Providing and fixing in position the industrial type pressure gauges with gun metal / brass valves complete as required.
156	Providing and fixing of pressure switches in MS pipe line including connection extra as required.
157	Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required
158	Providing, fixing, testing and commissioning of pressure vessel for pressurization of fire system complete with valves at outlet / drain to operate as per operating sequences including 25 mm dia drain valve, air release valve with stop cock on the top, outside with one coat of primer & two coats of synthetic enamel paint of approved shade complete as required to operate commonly main fire pump, sprinkler pump & jockey pump at drop of pressure, automatically at required pressure setting. It should be complete as per manufacturer's specifications & as directed by Engineer- in-charge. (Pump Room) Size. (450 mm dia & 2000 mm height)
159	Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 80mm dia
160	Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 100mm dia
161	Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 150mm dia
162	Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 200mm dia
163	Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 80mm dia
164	Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 100mm dia
165	Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 150mm dia
166	Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. 100mm dia
167	Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. 200mm dia
168	Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. (EXTERNAL WORKS) 100mm dia
169	Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 25mm dia
170	Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 80mm dia
171	Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 100mm dia
172	Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 150mm dia
173	Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 200mm dia (Wall Thickness =6.3 mm)
174	Providing & fixing Providing & Fixing of Double Flanged Metallic Expansion Joint (M.S. Fixed Flanges, PN-1.6, Complete in All Respects) for Flexible Connection at pump inlet and outlet etc. as required. 150 mm dia.
175	Providing & fixing Providing & Fixing of Double Flanged Metallic Expansion Joint (M.S. Fixed Flanges, PN-1.6, Complete in All Respects) for Flexible Connection at pump inlet and outlet etc. as required. 100 mm dia.
176	Providing & fixing Providing & Fixing of Double Flanged Metallic Expansion Joint (M.S. Fixed Flanges, PN-1.6, Complete in All Respects) for Flexible Connection at pump inlet and outlet etc. as required. 80 mm dia.
177	Providing and fixing standard fire mans axe with heavy duty insulated rubber handle.
178	Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required Single headed Gunmetal
179	Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : Gun metal
180	Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 , 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 40 m
181	Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : Gun metal
182	SITC weather proof M.S Door and glass fire door size 2100 mm x 900 mm or as per arch. Supplying, installation, testing and commissioning of weather proof M.S door and glass fire door size 2100 mm x 900mm fabricated from 1.6mm thick M.S. sheets and M.S angle 40mmx40mmx6mm complete with glass, locking arrangements etc Complete in All Respects. The cabinet shall be painted with one coat of primer and 2 coats of synthetic enamel paint of approved shade.
183	Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : 2 way-100 mm dia M.S. Pipe
184	Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : 4 way-150 mm dia M.S. Pipe
185	Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : 3 way-150 mm dia M.S. Pipe
186	Providing & fixing flow switch in following sizes M.S. pipe including connection etc as required. 100mm dia
187	Providing & fixing flow switch in following sizes M.S. pipe including connection etc as required. 150mm dia
188	Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and chain as required : Single headed Gunmetal
189	Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required.
190	Providing & Fixing of M.S. fire hose weather proof cabinet (750 x 600 x 250 mm) made out of 16 gauge M.S. sheet capable of accommodating hose pipes, fittings & accessories. The box shall have a front glass door with lock and key arrangement & shall be painted with one coat of primer & two coat of finished stove enamelled post office red colour paint & \\"FIRE HOSE\\" written on front. as required as per specifications.
191	Supply and fixing of CO2 Type Fire Extinguisher 4.5Kg Capacity, made from brand new seamless cylinder as per IS: 7285 and CCE approval fitted with discharge, Bend and Horn and Squeeze Grip type valve with initial charge as per IS:15683: supply of all materials and labour for proper completion of work. (Make -Safex)
192	Supply and fixing of fire extinguisher, ABC Type 6.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. (Make -Safex)
193	Providing and fixing Fire Sunsigns 4x12 Inch Running Man Right Arrow Fire Signage Board with Symbol Extinguisher including fixing on wall, door, ceiling etc. with proper clamps, hangers, cleats, anchor fasteners etc. complete in all respects as directed by Engineer-in-charge
194	FIRE ALARM SYSTEM
195	Supplying, installation, testing & commissioning of maincontrol and indicating panel made out of 16 SWG MS sheet to accommodate the following items duly powder coated in approved colour with louvers for ventilation, locking arrangement, audio and visual indication for fire alarm and public address system, monitoring system including connections, interconnections etc complete as required.6 zone panel for fire alarm system100 watt amplifier racks suitable for operation on 230VAC/24V DC supply conforming to IEC-268-3 complete with all 6 zone panel for fire alarm system
196	Supplying, installation, testing & commissioning of smoke detector with builtin LED and mounting base complete with all connections etc. as required.
197	Supplying, installation, testing & commissioning of manual call boxes of MS construction in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required.
198	Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in M.S. box (16 SWG) with hinged cover plate & suitable for operationwith amplifier i/c line matching transformer etc. complete as required.
199	Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having glass mica fire barrier tape covered by an extruded layer of cross linkable Ethylene Propylene Runner (EPR) inshulation and LSZH inner bedding, steel wire armouring & FRLS outer sheath complete as required.
200	INTERNAL ELECTRIFICATION WORK
201	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C
202	Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.
203	Wiring for light/ Power plug with 2X4 sq. mm FRLS PVC insuleted copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 Nos. 4 sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
204	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. earth wire
205	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 x 6 sq.mm. + 1 x 6 sq.mm. earth wire
206	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 x 10 sq.mm. + 1 x 6 sq.mm. earth wire
207	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 4 x 6 sq.mm. + 2 x 6 sq.mm. earth wire
208	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 4 x 10 sq.mm. + 2 x 6 sq.mm. earth wire
209	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 4 x 16 sq.mm. + 2 x 6 sq.mm. earth wire
210	Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 25 mm
211	Supplying and fixing following modular switch / socket on existing modular plate and switch box including connections but excluding modular plate etc as required. 2 Way 5/6 amps switch
212	Supplying and fixing following modular switch / socket on existing modular plate and switch box including connections but excluding modular plate etc as required. Telephone socket outlet
213	Supplying and fixing following modular switch / socket on existing modular plate and switch box including connections but excluding modular plate etc as required. TV antenna socket outlet
214	Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curve including connections, painting etc. as required.
215	Supplying and drawing telephone wire following pair 0.5 sqmm FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/recessed steel/PVC conduit as required. 2 Pair
216	Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.
217	Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin,nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan
218	Supply, Installation, Testing and Commissioning of 250mm size PVC exhaust fan suitable for 230V, 50 Hz AC including modifying and finishing for hole/opening for the size of fan, MS louver/ shutter complete with frame for Ex.fan including its connection with 3x1.5 sq mm FRLS copper conductor wire with PVC sleeve, loop earthing, making the good damage complete as required to do the job in all respect in accordance with laid specification or upto the satisfaction of engineer in charge.
219	Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.
220	Supply, Installation, Testing and Commissioning of Surface mounted 15W LED Downlighter made of polycarobate housing, LED Used shall be SMD type and fixture should have minimum efficacy at System level (Not Chip Level) >=100lumens/watt with Minimum system Lumens 1500, Life of LED : 50000 burning Hrs. @ L70B50 Lumen maintenance, CCT of 4000K (SDCM<5), CRI >80, PF >0.95, Min working temp range - 0°C < Ta < 45°C, an operating Voltage Range of 140 - 277 VAC.Minimum Internal Surge Protection 2.0KV & Luminaire manufacture shall provide LM79report from NABL accredited lab & LM80 report issued by LED manufacturer.Similar to Philips or equivalent.
221	Supply, Installation, Testing and Commissioning of Mirror mounted 6-8W LED batten made of extruded Aluminum housing, LED Used shall be SMD type and fixture should have minimum efficacy at System level (Not Chip Level) >=100lumens/watt with Minimum system Lumens 1000, Life of LED : 50000 burning Hrs. @ L70B50 Lumen maintenance, CCT of 4000K (SDCM<5), CRI >80, PF >0.95, Min working temp range - 0°C < Ta < 45°C, an operating Voltage Range of 140 - 277 VAC.Minimum Internal Surge Protection 2.0KV &Luminaire manufacture shall provide LM79report from NABL accredited lab & LM80 report issued by LED manufacturer.Similar to Philips
222	SITC Of LED Bracket led light complete suitable for both wall & surface complete in all respects.
223	Supply, Installation, Testing and Commissioning of surface LED batten 20W made of extrusion aluminum housing, LED Used shall be SMD type and fixture should have minimum efficacy at System level (Not Chip Level) >=95lumens/watt with Minimum system Lumens 2000, Life of fixture (Including Driver) : 30000 burning Hrs. @ L70B50 Lumen maintenance, CCT of 6500K (SDCM<=5) , CRI >80, PF >0.95, Min working temp range - 0°C < Ta < 45°C, an operating Voltage Range of 140 - 277 VAC.luminair manufacture shall provide LM79report from NABL accredited lab & LM80 report issued by LED manufacturer.Similar to Philips
224	Supply, Installation, Testing and Commissioning of surface LED batten 40W made of extrusion aluminum housing, LED Used shall be SMD type and fixture should have minimum efficacy at System level (Not Chip Level) >=95lumens/watt with Minimum system Lumens 2000, Life of fixture (Including Driver) : 30000 burning Hrs. @ L70B50 Lumen maintenance, CCT of 6500K (SDCM<=5) , CRI >80, PF >0.95, Min working temp range - 0°C < Ta < 45°C, an operating Voltage Range of 140 - 277 VAC.luminair manufacture shall provide LM79report from NABL accredited lab & LM80 report issued by LED manufacturer.Similar to Philips
225	Supply, Installation, Testing and Commissioning of 6.5W LED bulkhead made of die cast aluminum housing, LED Used shall be SMD type and fixture should have minimum efficacy at System level (Not Chip Level) >=100lumens/watt with Minimum system Lumens 700, Life of fixture (Including Driver) : 30000 burning Hrs. @ L70B50 Lumen maintenance, CCT of 4000K (SDCM<5), CRI >80, PF >0.95, Min working temp range -0°C < Ta < 45°C, an operating Voltage Range of 140 - 270 VAC.Minimum Internal Surge Protection 2.5KV & , The fixture design should comply with EMC / EMI compliance along with BIS certification for LED Driver & Luminaire ,. luminair manufacture shall provide LM79report from NABL accredited lab & LM80 report issued by LED manufacturer.Similar to Philips or equivalent.
226	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way Double door (4 + 12)
227	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way Double door (4 + 18)
228	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 8 way Double door (4 + 24)
229	Supplying and fixing Cable End Box (Loose wire box)(IP 43) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with testing and commissioning etc. as required. For 4 way, Double door TPN MCBDB
230	Supplying and fixing Cable End Box (Loose wire box)(IP 43) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with testing and commissioning etc. as required. For 6 way, Double door TPN MCBDB
231	Supplying and fixing Cable End Box (Loose wire box)(IP 43) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with testing and commissioning etc. as required. For 8 way, Double door TPN MCBDB
232	Supplying and fixing of following ways surface/ recess mounting,vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required. (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 4 way Double door (4 + 12)
233	Supplying and fixing of following ways surface/ recess mounting,vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required. (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 8 way Double door (4 + 12)
234	Supplying and fixing Cable End Box (Loose wire box) suitable for triple pole and neutral, sheet steel, Vertical MCB distribution board, 415 V, on surface/ recess, complete with testing and commissioning etc. as required.
235	Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole
236	Supplying and fixing 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63A 4P
237	Supplying and fixing 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40A 4P
238	Supplying and fixing 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 25A 4P
239	Supplying and fixing 415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCCB 25/36KA complete with connections, testing and commissioning etc. as required. 63A 4P Schneider (EasyPact,25kA)
240	Supplying and fixing 415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCCB 25/36KA complete with connections, testing and commissioning etc. as required. 100A 4P Schneider (EasyPact,25kA)
241	Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
242	Suplly and burring of safe Earthing Electrode T-39 Cu Copper Coated, Length 2000mm, outer pipe 76.3mm X 3.2 inner pipe 42.4mm X 2.6mm, terminal Dia 12mm, coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50kgs activated soil (BFC) capable of reucing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame withhinged cover & mansonry housing.(From electrode terminal to switch board, cost of 25x3 copper strip will be extra) Make: As approved in U.P.P.W.D & C.P.R.I. all respects.
243	Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.
244	Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.
245	S/f of 20 pair Telephone Tag Block for Floors and building with Krone connectors , with connection and punching of same Make-Kone
246	Design, Supply, installation, testing and commissioning of indoor/outdoor floor mounted/ wall mounted, IP43/IP65, IEC 61439/IS 8623, factory built, modular, sectionalised, compartmentalized, extendable type HT/LT cubicle panel of suitable size suitable for operation on 33/11/0.433/0.415 kV, 50 Hz AC 3 phase supply system fabricated from CRCA sheet steel of 2mm thick for frame work and covers, 3mm thick for gland plates with stiffeners wherever required, having vibration free structure chemically treated with seven tank process or better before painting for surface treatment and powder coated in approved shade, with suitable electrolytic grade high conductivity bus bars extensible, DMC/ SMC (whichever is superior) bus bar supports, with short circuit withstand capacity as mentioned ,bottom base channel of section not less than 100mmX 50mmX 5 mm thick, fabrication shall be done in transportable sections, entire panel shall have a common earth bar of required size at the rear with 2 Nos. earth stud, connections and interconnection with solid conductor wires / copper strips, neutral links, control wiring with 1.5 sqmm. & 2.5sqmm. PVC insulated FRLS copper conductor S/C cable for voltage & current respectively, including providing and fixing following switch gears as per SLD ,technical specifications etc.complete in all respect so as to fulfill all as required. Make Schnider/ABB/Equ LT Panel The minimum clearances between bus bars shall be as follows : Phase to phase - minimum 20mm Phase to neutral-minimum 15mm Incoming : 1Nos 400 Amp. 4P MCCB of (36 KA) Breaking capacity Metering : 1 Set of CT's one of 400/ 5Amp ratio for Multifunction Meter 1 Set of CT's one of 400/ 5Amp ratio 50/51 1 Nos. Set of Phase Indication Lamp. 1 Nos. of class-III Type SPD Bus Bar : 600 Amp.TPN aluminimum bus bar of suitable length.25KA Outgoing : Phase indication lamps on each outgoing to be provided. 03 No.160 Amp 4P MCCB. (25 KA) 01 No.100 Amp 4P MCCB. (25 KA) 01 No.63 Amp 4P MCCB. (25 KA) 6 No.63 Amp 4P MCB. (10 KA) 2 No. 3 Phase Meter space Panel described as above
247	SITC APFC Panel of 120 KVAR capacity suitable for operation on 415 + 5% Volt, 3 Phase, 50Hz, AC supply, having MPP type, resin bounded, static 10KVAR capacitors (without oil) in tier formation complete with following TPN MCCB as incomer of the panel, 12 step microprocessor based power factor controller relay capable to select the rating from 1 KVAR to multiples thereon up to max rating of the panel, current limiting contactors for each capacitors protected with MCBs, Ammeter (Analogue type) with CTs, Voltmeter (Analogue type) selector switches indicating lights, cooling fans for panel, earthing the panel with 2 Nos. 25mm x 5mm thick GI steel flat from existing earth bar, connection of APFC panel with suitable size 3.5 core aluminium conductor armoured XLPE cable from main LT panel (maximum length of cable 10 mtrs.) and compression glands etc. as reqd. The panel should have provision of timer based circuit in APFC relay to switch ON and OFF the static part automatically as and when requried. Capacity of Static capacitors should be accommodated from the overall rating of the panel and should be designed to switch in independently. The panel should be manufactured with 1.6mm thick CRCA sheet duly powder coated. Incoming One (1) No 160 Amp. 3P MCCB of 25 KA Breaking capacity 1 Set of CT's one of 160/ 5Amp ratio for Multifunction Meter 1 Set of CT's one of 160/ 5Amp ratio 55 1 Nos. Set of Phase Indication Lamp. BUS BAR 1 Set of 300 Amps TP Aluminium Bus Bars OUT GOING 06 No. 25 Amps. TP MCCB (25 KA) 12 No. 10 KVAR Capacitor Bank 12 No. 10 KVAR 7% Duty Reactor 12 No. 10 KVAR TSM Panel described as above
248	EM CA Panel The minimum clearances between bus bars shall be as follows : Phase to phase - minimum 20mm Phase to neutral-minimum 15mm Incoming : 1Nos 160 Amp. 4P MCCB of (25 KA) Breaking capacity 1Nos 160 Amp. 4P ATS Metering : 1 Set of CT's one of 160/ 5Amp ratio for Multifunction Meter 1 Set of CT's one of 160/ 5Amp ratio 50/51 1 Nos. Set of Phase Indication Lamp. 1 Nos. of class-III Type SPD Bus Bar : 300 Amp.TPN aluminimum bus bar of suitable length.25KA Outgoing : Phase indication lamps on each outgoing to be provided. 02 No.100 Amp 4P MCCB. (25 KA) 04 No.63 Amp 4P MCCB. (25 KA) 03 No.40 Amp 4P MCCB. (25 KA) 04 No.40 Amp 4P MCB. (10 KA) Panel described as above
249	Lift Panel The minimum clearances between bus bars shall be as follows : Phase to phase - minimum 20mm Phase to neutral-minimum 15mm Incoming : 1Nos 100 Amp. 4P MCCB of (25 KA) Breaking capacity Metering : 1 Set of CT's one of 100/ 5Amp ratio for Multifunction Meter 1 Set of CT's one of 100/ 5Amp ratio 50/51 1 Nos. Set of Phase Indication Lamp. 1 Nos. of class-III Type SPD Bus Bar : 200 Amp.TPN aluminimum bus bar of suitable length.25KA Outgoing : Phase indication lamps on each outgoing to be provided. 03 No.40 Amp 4P MCCB. (25 KA) 03 No.40 Amp 4P MCB. (10 KA) Panel described as above
250	Fire Panel
251	Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 100 mm wide x 50 mm depth x 1.6 mm thickness.
252	Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 300 mm width X 50 mm depth X 1.6 mm thickness
253	Supply, installation, testing & commissioing of 10KVA Eaton make online UPS system with inbuilt Isolation transformer including Battery rack for 40Nos. 12v-65AH batteries, Interlink connector, DCMCCB, DC Cable up to 5Meters & all other accessories which require.. True online double conversion, IGBT Rectifier & inverter based UPS. Three phases Input/ three phase output. Input voltage operations on mains without switch over to battery : 340-478V at 100% load, 220-478 V @ 50% load. UPS shall carry design output at 40 deg. Crest factor 3:1, . Output THD is less than 2% for full linear load & Less than 5 % for nonlinear load. With Web SNMP Battery open rack with top cover, battery interlinks, battery breaker(MCCB), Battery breaker enclosure, battery to UPS cable as required should be provided with UPS systems. UPS described as above
254	Supplying following 1.1kV grade, heavy duty XLPE insulated, FRLS type armoured /Unarmured cables suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation, galvanised steel armouring (round or flat as mentioned) and with all components as mentioned in BOQ, specifications and schedule, complete as required. Make: Polycab/KEI/RR/Fenolax/Equ 3.5C x 95 sqmm aluminium conductor, A2XWY.
255	Supplying following 1.1kV grade, heavy duty XLPE insulated, FRLS type armoured /Unarmured cables suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation, galvanised steel armouring (round or flat as mentioned) and with all components as mentioned in BOQ, specifications and schedule, complete as required. Make: Polycab/KEI/RR/Fenolax/Equ 3.5C x 70 sqmm aluminium conductor, A2XWY.
256	Supplying following 1.1kV grade, heavy duty XLPE insulated, FRLS type armoured /Unarmured cables suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation, galvanised steel armouring (round or flat as mentioned) and with all components as mentioned in BOQ, specifications and schedule, complete as required. Make: Polycab/KEI/RR/Fenolax/Equ 3.5C x 50 sqmm aluminium conductor, A2XWY.
257	Supplying following 1.1kV grade, heavy duty XLPE insulated, FRLS type armoured /Unarmured cables suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation, galvanised steel armouring (round or flat as mentioned) and with all components as mentioned in BOQ, specifications and schedule, complete as required. Make: Polycab/KEI/RR/Fenolax/Equ 3.5C x 35 sqmm aluminium conductor, A2XWY.
258	Supplying following 1.1kV grade, heavy duty XLPE insulated, FRLS type armoured /Unarmured cables suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation, galvanised steel armouring (round or flat as mentioned) and with all components as mentioned in BOQ, specifications and schedule, complete as required. Make: Polycab/KEI/RR/Fenolax/Equ 3.5C x 25 sqmm aluminium conductor, A2XWY.
259	Supplying following 1.1kV grade, heavy duty XLPE insulated, FRLS type armoured /Unarmured cables suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation, galvanised steel armouring (round or flat as mentioned) and with all components as mentioned in BOQ, specifications and schedule, complete as required. Make: Polycab/KEI/RR/Fenolax/Equ 4C x 16 sqmm aluminium conductor, 2XWY.
260	Supplying following 1.1kV grade, heavy duty XLPE insulated, FRLS type armoured /Unarmured cables suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation, galvanised steel armouring (round or flat as mentioned) and with all components as mentioned in BOQ, specifications and schedule, complete as required. Make: Polycab/KEI/RR/Fenolax/Equ 4C x 10 sqmm aluminium conductor, 2XWY.
261	Supplying following 1.1kV grade, heavy duty XLPE insulated, FRLS type armoured /Unarmured cables suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation, galvanised steel armouring (round or flat as mentioned) and with all components as mentioned in BOQ, specifications and schedule, complete as required. Make: Polycab/KEI/RR/Fenolax/Equ 4C x 6 sqmm aluminium conductor, 2XWY.
262	Supplying following 1.1kV grade, XLPE insulated, FRLS type control cables,suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation and with all components as mentioned in BOQ, specifications and schedule, complete as required. 2C X 2.5 sqmm copper conductor
263	Supplying following 1.1kV grade, XLPE insulated, FRLS type control cables,suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation and with all components as mentioned in BOQ, specifications and schedule, complete as required. 4C X 2.5 sqmm copper conductor
264	Supplying following 1.1kV grade, XLPE insulated, FRLS type control cables,suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation and with all components as mentioned in BOQ, specifications and schedule, complete as required. 6C X 2.5 sqmm copper conductor
265	Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. Upto 35 sq. mm (clamped with 1mm thick saddle)
266	Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. Above 35 sq. mm and upto 95 sq. mm (clamped with 1mm thick saddle)
267	Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 3½ X 95 sq. mm (45 mm)
268	Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 3½ X 70 sq. mm (38mm)
269	Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 3½ X 50 sq. mm (32mm)
270	Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 3½ X 35 sq. mm (32mm)
271	Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 3½ X 25 sq. mm (28mm)
272	Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 4 X 16 sq. mm (28mm)
273	Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 4 X 10 sq. mm (25mm)
274	Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 2C X 2.5 sqmm copper conductor (19mm)
275	Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 4C X 2.5 sqmm copper conductor (19mm)
276	Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 6C X 2.5 sqmm copper conductor (19mm)
277	Suplly and burring of safe Earthing Electrode T-39 Cu Copper Coated, Length 2000mm, outer pipe 76.3mm X 3.2 inner pipe 42.4mm X 2.6mm, terminal Dia 12mm, coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50kgs activated soil (BFC) capable of reucing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame withhinged cover & mansonry housing.(From electrode terminal to switch board, cost of 25x3 copper strip will be extra) Make: As approved in U.P.P.W.D & C.P.R.I. all respects.
278	Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.
279	Fixing of lightning conductor finial (single prong) with base plateincluding holes etc. complete as required.
280	Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or on surface of wall for lightning conductor and external lighting complete as required. (For Horizontal run)
281	Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or on surface of wall for lightning conductor complete as required. (For vertical run)
282	Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 Nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required.
283	C.C Road
284	Exacavation in trenches for foundations in ordinary soil (loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in alead of 50m.
285	Class 150 brick work in 1:6 cement and coarse sand of 2.30 fineness modulus mortar in foundation and plinth including supply of all materials,labour and tools and plants etc.required for proper completion of the work.
286	Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors.
287	Cement concrete with 20mm gauge stone ballast Chopan coarse sand & cement in the proportion of 1:2:4 including supply of all materials, labour, Tools & plants etc required for proper completion of the work.
288	Providing & laying of a separation membrane between the concrete slab & the sub-base of impermeable plastic sheet 125 microns thick laid flat without creases. Overlap of plastic sheet is necessary and should be 300mm. The separation membrane is to be stuck to the lower lvl. with patches of adhesives or concrete nails with washer. (M.R.)
289	P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. (For temprature reinforcement @ 0.25% of Concrete Volume)
290	Trimixing of the surface of the cement concrete laid.
291	Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade 'A' sealing compound. DSR- 16.46.1
292	C.C. INTERLOCKING
293	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 for all lift, as directed by Engineer-in-charge.All kinds of soil
294	Providing and laying in position ready mixed or site batched design mix cementconcrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Concrete of M10 grade with minimum cementcontent of 220 kg /cum
295	M-150 brick work in 1:4 (one cement and four coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.
296	Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.
297	EXTERNAL PLUMBING WORKS
298	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia
299	Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): Depth not exceeding 1.5 m
300	Providing, laying and jointing glazed stoneware pipes class SP-1with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100 mm diameter
301	Providing, laying and jointing glazed stoneware pipes class SP-1with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter
302	Providing, laying and jointing glazed stoneware pipes class SP-1with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 200 mm diameter
303	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipe
304	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe
305	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 200 mm diameter S.W. pipe
306	Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 150x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
307	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
308	Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
309	Extra for depth for manholes : Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
310	Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
311	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc, not exceeding 80 mm dia.
312	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.(Irrigation & fed for oht for boring supply) External work 20 mm dia nominal bore
313	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.(Irrigation & fed for oht for boring supply) External work 25 mm dia nominal bore
314	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.(Irrigation & fed for oht for boring supply) External work 32 mm dia nominal bore
315	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.(Irrigation & fed for oht for boring supply) External work 40 mm dia nominal bore
316	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.(Irrigation & fed for oht for boring supply) External work 50 mm dia nominal bore
317	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.(Irrigation & fed for oht for boring supply) External work 65 mm dia nominal bore
318	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.(Irrigation & fed for oht for boring supply) External work 80 mm dia nominal bore
319	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 20 mm diameter pipe
320	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 25 mm diameter pipe
321	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 32 mm diameter pipe
322	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 40 mm diameter pipe
323	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 50 mm diameter pipe
324	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 65 mm diameter pipe
325	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 80 mm diameter pipe
326	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 20 mm diameter pipe
327	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 25 mm diameter pipe
328	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 32 mm diameter pipe
329	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 40 mm diameter pipe
330	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 50 mm diameter pipe
331	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 65 mm diameter pipe
332	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 80 mm diameter pipe
333	Providing and fixing gun metal gate valve with wheel of approved quality. 20mm dia nominal bore
334	Providing and fixing gun metal gate valve with wheel of approved quality. 25mm dia nominal bore
335	Providing and fixing gun metal gate valve with wheel of approved quality. 32mm dia nominal bore
336	Providing and fixing gun metal gate valve with wheel of approved quality. 50mm dia nominal bore
337	Providing and fixing gun metal gate valve with wheel of approved quality. 65mm dia nominal bore
338	Providing and fixing gun metal gate valve with wheel of approved quality. 80mm dia nominal bore
339	Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse 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), i/c 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
340	Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
341	Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
342	Constructing brick masonry surface drain with bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 20 mm nominal size) and 25 mm thick cement concrete 1:2:4 (1 cement 2 coarse sand 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side and 12mm thick external plaster with cement mortar 1:6 (1 cement : 6 coarse sand) including connection to existing drain and disposal of surplus earth. 30 cm drain 45 cm average depth
343	SEPTIC TANK WORKS
344	Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m depth
345	Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m to 3.0m. depth
346	Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 3.0m to 4.5m. depth
347	Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size)
348	Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand)
349	Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement.
350	Suspended floors, roofs, landings, balconies and access platform.
351	P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
352	12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand)
353	Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars.
354	Providing and fixing C.I. tee at the inlet and outlet of septic tank.
355	Providing & fixing 75mm dia vent pipes.
356	Providing & fixing of 75mm dia cast iron terminal guard.
357	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter
358	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -2.5- Circular shape 450mm internal diameter
359	Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks
360	CONSTRUCTION OF TUBE WELL AND INSTALLATION OF SUBMERSIBLE PUMP Shifting of Drilling Machine and Placement for the Purpose of Construction of Bore Well
361	Drilling Suitable for 300 mm MS Loweing
362	Logging Charges
363	Lowering of MS Assembly
364	Supply of MS Pipe 150 MM Dia 5.4 MM ThickMake : Jindal
365	Supply of Slotted MS Pipe 150 MM Dia 5.4 MM ThickMake : Jindal
366	Supply of MS End Cap
367	Supply of MS O Ring 150 MM
368	MS Assembly Support
369	MS Clamp 150MM Dua
370	MS Column pipe 65mm, flange with rubber flange & nut bolt etc
371	Supply of Pump accessories inclusive of 1no. Butterfly valves & other accessories including clamp, boring cover bent etc.
372	Supply of Boaring Cover
373	Supply of P Gravel
374	Supply of Bentonite Powder
375	Shifting of Compressor
376	Delevopment of Borewell by Compressor
377	Submersable Pump 5 HP To Three Phase
378	Installation of Submersable Pump
379	Testing of streata sample chart complete.
380	Clorinator
381	RAIN WATER HARVESTING PIT
382	Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. In all kind of soil upto 1.5m depth
383	Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. In all kind of soil upto 1.5m to 3.0m. depth
384	Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. In all kind of soil upto 3.0m to 4.5m. depth
385	Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. In all kind of soil upto 4.5 m to 6.0m. depth
386	Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
387	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
388	Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement.
389	Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform.
390	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more.
391	12mm cement plaster on rough side of single or half brick wall mix 1:3 (1 cement : 3 Coarse sand)
392	Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar
393	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter
394	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Drilling of 300mm dia bore hole manually.
395	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia
396	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
397	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
398	Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
399	Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
400	Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. In all kind of soil upto 1.5m depth
401	Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. In all kind of soil upto 1.5m to 3.0m. depth
402	Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand:4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
403	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
404	Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement.
405	Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform.
406	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more.
407	12mm cement plaster on rough side of single or half brick wall mix 1:3 (1 cement : 3 Coarse sand)
408	Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar
409	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter
410	DRAINAGE NETWORK
411	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia
412	Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): Depth exceeding 1.5 m but not exceeding 3 m
413	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 150 mm diameter
414	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm diameter
415	Constructing brick masonry chamber bricks in cement mortar 1:4 (1 cement : 4 coarse 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 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: (Storm Water Chamber) Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
416	Supply and making indoor cable end jointing with cast resin compound, including lugs and other jointing materials, for 3 core 300 Sq.mm. XLPE aluminium conductor cable of 11 kV grage as required.
417	Supply and making outdoor cable end jointing with cast resin compound, including lugs and other jointing materials, for 3 core 300 Sq.mm. XLPE aluminium conductor cable of 11 kV grage as required.
418	Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.
419	Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.
420	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. earth wire
421	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 x 6 sq.mm. + 1 x 6 sq.mm. earth wire
422	Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. Upto 35 sq. mm (clamped with 1mm thick saddle)
423	Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. Above 95 sq. mm and upto 185 sq. mm (clamped with 1mm thick saddle)
424	Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. Above 185 sq. mm and upto 400 sq. mm (clamped with 1mm thick saddle)
425	Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 3½ X 300 sq. mm (70 mm)
426	Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 3½ X 240 sq. mm (62mm)
427	Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 3½ X 120 sq. mm (50 mm)
428	Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 3½ X 95 sq. mm (45 mm)
429	Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 2 X 16 sq. mm (22mm)
430	Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 2 X 10 sq. mm (19mm)
431	Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 2 X 6 sq. mm (19mm)
432	Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 90 mm dia (OD-90 mm & ID-76 mm nominal)
433	Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 100 mm dia
434	Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 300 mm dia
435	BOUNDARY WALL
436	Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
437	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
438	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level R.C.C. work in lighter Tie beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete)
439	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level R.C.C. work in R.C.C. Raft foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete)
440	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level R.C.C. work in R.C.C. columns in 1:1.5:3 having strength not less than M-20.
441	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work above the plinth R.C.C. work in lighter Tie beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete)
442	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work above the plinth R.C.C. work in R.C.C. columns in 1:1.5:3 having strength not less than M-20.
443	Thermo-Mechanically Treated bars of grade Fe-500D or more work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage.
444	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand
445	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
446	12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand , F.M. 2.25
447	15 mm cement plaster in single coat on rough side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand , F.M. 2.25.
448	Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)
449	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
450	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (Gate steel work)
451	Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specificationsPainting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
452	Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete
453	Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
454	Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts
455	M.S Gate
456	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
457	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
458	R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1.5:3 Mix concrete)
459	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).
460	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
461	Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in anover all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
462	12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)
463	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
464	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.
465	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade.Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture : (M.S. works).
466	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
467	Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
468	Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
469	Lintels, beams, plinth beams, girders, bressumers andcantilevers with water proof ply 12 mm thick
470	UNDER GROUND TANK
471	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. 0.0 TO 1.50 Mtr
472	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. 1.50 TO 3.0 Mtr
473	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. 3.0 TO 4.50 Mtr
474	Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
475	Providing and laying in position ready mixed or 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, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability 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 the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level, Concrete of M30 grade with minimum cement content of 350 kg /cum. For 398 kg/Cum [For M-30 48 Kg X 5.156] (Slab)
476	Providing and laying in position ready mixed or 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, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability 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 the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level, Concrete of M30 grade with minimum cement content of 350 kg /cum. For 398 kg/Cum [For M-30 48 Kg X 5.156] (Footing)
477	Providing and laying in position ready mixed or 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, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability 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 the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level, Concrete of M30 grade with minimum cement content of 350 kg /cum. For 398 kg/Cum [For M-30 48 Kg X 5.156] (R.C.C. Wall/Column)
478	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
479	Brick work with common burnt clay F.P.S. (non modular) bricks of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
480	15 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)
481	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaster
482	Supply & fixing of flush doors commercial quality conforming to IS : 2202 Part I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges bolts locks handles springs fitting with necessary screws to be supplied departmentally. (a) 35mm thick
483	Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
484	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. Fixed to Steel windows by welding
485	Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
486	Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
487	Fixing of Door, windows/ventilators chaukhats in position. Door
488	Fixing of Door, windows/ventilators chaukhats in position. Window
489	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat. (Inner side)
490	Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.67 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm.
491	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat. (Ceiling)
492	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.
493	Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 250 mm x 10mm
494	Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 200 mm x 10mm
495	Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm
496	Steel Painting: With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.
497	Steel Painting: Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
498	Wooden Painting: Applying priming coat: With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood.
499	Wooden Painting: Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
500	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including l

Tender Documents

SR No	FileName	File Description
1	Click here to download tender document	Tender Documents
2	Click here to download tender document	Tender Documents
3	Click here to download tender document	Tender Documents
4	Click here to download tender document	Tender Documents
5	Click here to download tender document	Tender Documents

Also Visit

Tenders

Uttar Pradesh Tenders

Construction Tenders

Building Construction Tenders

Building Work Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For Construction Of Fire Station 2 Unit Multistorey G+6 With Type A 02 Unit And Type B 12 Unit In The C Us Of Fire Station At Tehsil Aonla District Bareilly, Bareilly-Uttar Pradesh

Tender Documents

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Construction Of Fire Station 2 Unit Multistorey G+6 With Type A 02 Unit And Type B 12 Unit In The C Us Of Fire Station At Tehsil Aonla District Bareilly, Bareilly-Uttar Pradesh

Tender Documents

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us