Tender For Construction Of 100 Nos. R-4 Types Quarters With Development Works At Ssctpp Township, Suratgarh, 1 Building Works 2 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator )/ Manual Means Over Areas (Exceeding 30Cm In Depth. 1.5M, suratgarh-Rajasthan

Tender For Construction Of 100 Nos. R-4 Types Quarters With Development Works At Ssctpp Township, Suratgarh, 1 Building Works 2 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil (B-44, 1.6) 3 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils (B-44, 1.8) 4 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil (B-48, 1.28) 5 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift..(B-48, 1.25) 6 Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) . (B-50, 1.36) 7 Supplying chemical emulsionin sealed containers including delivery as specified.Chlorpyriphos / Lindane emulsifiable concentrate of 20% (B-7 1.34) 8 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.(B-54, 3.1)1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size (B-54, 3.1.6) 9 Providing and fixing up to floor five level pre cast cement concrete string or lacing courses, copings, bed plates, anchor blocks, windows sills, shelves, louvers steps, staircases, etc. including carriage, hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surface, including all T & P, curing etc. complete:M15 grade Nominal Mix1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).. (B-55, 3.3.1) 10 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.(B-61, 4.9) 11 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : (B-61, 4.10)Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc.(B-61, 4.10.2) 12 -do-Columns, pillars, posts and struts etc.(B-61, 4.10.3) 13 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.(Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)Thermo-mechanically Treated bars (Conforming of relevent IS code) (B-62, 4.13.3) 14 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.M20 grade Nominal Mix / Design Mix (B-59, 4.1) 15 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix (B-59, 4.2) 16 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix (B-59, 4.3) 17 Addextrafor providing richermixes respectively at all floor levels.Providing M-25 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix.(B-60, 4.6.1) 18 Providing, hoisting and fixing up to floor five level precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6mmnominal size) reinforced with 1.6 mm dia Mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement mortar 1 : 3 (1 cement : 3 fine sand ) etc complete as per approved design excluding plastering of jambs, sills and soffits40 mm thick (B-63, 4.19.2) 19 Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricksCement mortar 1 : 6 (1 cement : 6 coarse sand)(B-65, 5.1.2) 20 Brick work with clay flyash F.P.S. brick(IS 13757- 1993 ) of class designation 75 in superstructureaboveplinth level upto floor five level in :Cement mortar 1 : 6 (1 cement : 6 coarse sand) (B-67, 5.15.2) 21 Half brick masonry in foundation & plinth using bricks of designation 75Cement mortar 1 : 4 (1 cement : 4 coarse sand)(B-66, 5.7.2) 22 Half Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 75 in superstructure above plinth level upto floor V level in.Cement mortar 1 : 4 (1 cement : 4 coarse sand)(B-67 5.20.1) 23 Dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with River sandcomplete.(B-128, 11.2) 24 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of 40mmthickwith20mmthicknominalsizeaggregate.(B-128, 11.3.1)nosing of steps etc. complete. 25 Providing and fixing glass strips in joints of terrazo/ cement concrete floors.40mm wide and 4mm thick (B-130, 11.9.1) 26 Supplying and fixing in walls machine cut and polished stone shelves, tands andin CM 1:3 with machine cut edges :Kota stone minimum 30mm thick. ( B-72, 6.17.3) 27 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour)Above 3601 Cm2 Slabs ( B-84, 7.5.1(iii)) 28 Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). ( B-86, 7.12) 29 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirmingto IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). ( B-86, 7.13) 30 Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete. (B-95 8.26) 31 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure A:30 mm thickDecorative Teak veneer both side (B-93 8.13.2.3) 32 Providing and fixing fully panelled/partly panelled/double leaf shutter frames for doors as per approved design and drawings with approved ordinary C.P./ oxidised steel fittings as per Annexure - A and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces complete :30 mm thickShesham wood grade I (B-90, 8.4.2.3) 33 Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled and glazed shutter 25 mm to 40 mm thickSS wire gauge 14 mesh x 24 gauge (B-92, 8.6.9) 34 Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete:20 mm (B-95, 8.25.2) 35 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge. (B-180, 16.19) 36 30mm thick factory made solid both side Pre laminated panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15x15mmtop & bottom rails. M.S .frame shall have a coat of steel primers of approved make and manufacture M.S. frame covered with 5mm thick heat moulded PVC ‘C channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either side forming stiles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75 mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2) thick, 20mm wide cross PVC sheet shall be provided as gap insert for top rail & bottom rail. Panelling of 5mm thick PVC sheet to be fitted in the M.S. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mm wide PVC sheet bending on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacture’s specification & drawing.(For W.C.and bathroom door shutter).(B-181, 16.20.2) 37 Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : (B-99, 9.6)Profile C (B-99, 9.6.2) 38 -do-Profile E(B-99, 9.6.3) 39 Supply and fixing in cement mortar welded hand railing made out of M.S. round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide. (B-99, 9.7) 40 Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.(B-99, 9.8) 41 Extra if square,rectangular hollow tubelarsections are used or grill made by flats only(B-99, 9.8.1) 42 Providing and fixing M.S. sheet 1mm thicksingle leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint (B-100, 9.17) 43 Providing and fixing of double leaf steel shutterfor cupboard, the frame is made of pressed steelISI section 80x25 mmx1.25 mm thickwith 1.00 mm MS sheet to spot welded including holdfasts of 15x3mm, MS oxidized fittings such as butt hinges, sliding doors bolts, handles, tower bolts and twin peg etc completeincluding applying priming coat of approved steel primer of red oxide zinc chromate andspray painting in approved shade with decopaint of approved quality complete as per direction of Engineer In Charge.(B-104, 9.39) 44 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 : i) 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. i) 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.ii) Second layer of slurryof cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm This layer will be allowed to air cure for4 hours followed by water curing for 48 hours. The rates includes preparation of surface treatment & sealing of all joints ,corners,junction with polymer mixed slurry.(B-164, 15.3) 45 Filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, using brick batscomplete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. (B-133, 11.27) 46 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :(B-109, 10.22) 47 Painting top of roofs with bitumen of approved quality at 17kg per 10 sum impregnated with a coat of coarse sand at 60 cudm per 10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete:With residual type petroleum bitumen of penetration 80/100 (B-107, 10.15) 48 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 includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand)Medium shade using approximately 50% white cement and 50% ordinary cement.(B-131, 11.17.2) 49 Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand)For area of each slab from 901 to 2000 Sq.Cm : (B-132, 11.18.1) 50 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 completeFor area of each slab upto 2001Sqcm (B-132, 11.19.1) 51 P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade,laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete.size 600 mm X 600 mm (B-87, 7.18.2) 52 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20 mm thick. (B-139, 12.3.2) 53 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand) (B-139, 12.5) 54 Rough cast plaster upto 10m height above ground level with a mixture of sandand gravel or crushed stone from 6mm to 10mm nominal size dashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement.Ordinary cement finish using ordinary cement. (B-140 12.9) 55 Making grooves as per design in plaster 10mm to 20mm wide. (B-141, 12.19) 56 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.(B-145, 12.40.1) 57 Finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding:New work (Two or more coats applied @ 3.84 kg/10 sqm). . (B-145, 12.41.1) 58 Applying priming coat:With ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood. (B-146, 12.45.1) 59 Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works . (B-146, 12.45.3) 60 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :Two or more coats on new work :(B-146, 12.46.1) 61 Providing and fixing 20 mm thick precast terrazo tiles of approved make, with marble chips of size upto 6mm laid over roof with neat cement slurry mixed with pigment to match the shade of the tiles, including cutting ,grinding rubbing with machinecomplete on 20 mm thick bed of cement sand mortar 1 : 4. (B-108, 10.20) 62 Grading roof for water proofing treatment withwater proffing compoundCement concrete 1:2:4 (1-Cement:2-coarse sand :4-graded stone aggregate 20mm nominal size). (B-107, 10.17.1) 63 Providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and thedirections of Engineer- in – charge .(Glazing and paneling to be paid for separately).(16.1)For Fixed portion (16.1.1)Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) (B-175, 16.1.1.1) 64 Providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and thedirections of Engineer- in – charge .(Glazing and paneling to be paid for separately).(16.1)For shutters builtup standard tubular sections of openable doors , windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately). (16.1.2)Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) (B-175, 16.1.2.1) 65 Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basicitem.) (16.5)With glass panes of 4.0 mm thickness ( weight not less than 10.0 kg/sqm) as per IS : 2835. (B-176, 16.5.1) 66 S&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by Aluminium beading 20x3mm with suitable screws at not exceeding 150mm distance at all heights with all lead and lift with scafolding.(B-177, 16.11) 67 Providing and fixing expanded grill made of aluminum as per design and drawing having members section of size 7.5mm x 6.0mm and opening of size 102mm x 99mm to aluminum window/vent with required screws, Y and H aluminium sec (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge.Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) (B-177, 16.10.1) 68 SANITARY ITEMS 69 P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor:Size 580x440mm. (B-217 1.2.2) 70 P&F European type white glazed vitreous china 1st quality W.C pan (IS:2556 Mark) with P or S trap including cutting and making good the wall and floor (B-217 1.3) 71 P & F water closet Seat Covers with brass hinges complete :Solid PVC (IS 2548 marked) grade-I white for EWC.(B-218, 1.7.2) 72 P & F C.P. lugs for toilet seat cover. (B-218, 1.8) 73 P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark) complete including cutting and making good the wall:PVC with PVCbend as per IS : 7231 . (B-219 1.20.2) 74 P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make 32 mmwaste pipe complete including cutting & making good the wall :Size 580 mm x 450 mm (B-221, 1.36.4) 75 P & F Kitchen & Lab. Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor :1.0 mm thick stainless steel AISI -304 & IS 13983-1994kitchen sink of approved make as per Engineer-in-chargewith large waste coupling.Overall size Bowl size(inches) (inches)45 x 20 x 8 20x16x8 (with drain board)(B-222, 1.38.9.5) 76 P & F Bevelled edge Mirror/mirror with teak wood lipping around of special glass of approved make as per direction of Engineer-in-charge complete with 6mm thick commercial ply base fixed to wooden screws & washers.Size 600 x 450mm x 4 mm thick(B-223, 1.44.1) 77 P & F Towel Rail or Ring of approved quality/make: (B-223, 1.47)C.P. brass Towel Rail elbow type with concealed screws size 600 mm (Heavy duty). (B-223, 1.47.2) 78 P & F Towel Rail or Ring of approved quality/make: (B-223, 1.47)C.P. Brass Towel Ring revolving type (B-224 1.47.8) 79 P & F Grating of approved quality/make:Stainless Steel Sheet size 125mm dia. (B-224, 1.48.1) 80 P & F Tooth Paste & Brush Holder of approved quality/make:C.P. brass(B-224, 1.50.1) 81 P & FSoapDishorTrayofapproved quality / makeC.P. brass(B-225, 1.52.1) 82 P & F Twin- peg of approved quality / makeC.P. brass (B-225, 1.53.1) 83 P & F Shower arm 15mm dia of approved quality/make.C.P.brass heavy & superior quality 150mmProjection.(B-225, 1.54.1) 84 P & F Extension Pipe for bib cocks of approved quality/make. (B-225, 1.56)C.P. brass of Heavy & Superior quality 50x15mm (B-225, 1.56.1) 85 (-do-) 150 X 15mm.(B-225, 1.56.3) 86 P & F Jet spray for water closet with C.P. Copper Tube flange of approved make.(B-226, 1.59) 87 Providing & fixing C.P.flange for 15mm dia taps. (B-226, 1.60) 88 P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: (B-232, 2.7)C.P. Brass bib cock,15mm nominal bore. (B-232, 2.7.3) 89 (-do-) Long body, 15mm nominal bore weight not less than 690 gm (B-232, 2.7.4) 90 P & F Stop Cock(IS :8931 Mark),superior quality & ofapproved make: (B-232, 2.8)C.P. Brass 15mm nominal bore. (B-232, 2.8.4) 91 (-do-) Concealed Stop Cock 15mm. (B-232, 2.8.5) 92 P & F Sink Cocks of superior quality & approved made :C.P. Sink cock swinging spout 15mm. (B-232, 2.9.1) 93 P&F Ball Cock (IS:1703 Mark) with Rod & P.V.C. Ball complete:Brass wt. Not less than 300 gm,15mm. (B-232, 2.11.1) 94 P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc.C.P. Inlet connection 15mm.Brass (IS : 8931 marked) (B-233, 2.12.1) 95 P & F 15 mm. Dia Connection Pipe of approved quality/make :PVC pipe withC.P. Brass nuts upto length, 450mm (B-233, 2.13.3) 96 P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : (B-233, 2.15)Gun-metal 25 mm nominal bore. (B-233, 2.15.3) 97 (-do-) 32 mm nominal bore.(B-234, 2.15.4) 98 P & F PVC Storage Tank ISI Marked (IS : 12701) indicating theBIS license No),of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design:1000 litres capacity. (B-236, 2.26.5) 99 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) 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.,) (B-240, 2.38)20 mm nominal size (B-240, 2.38.2) 100 (-do-) 25 mm nominal size (B-240, 2.38.3) 101 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge.(External work).(B-240, 2.39)20 mm nominal size(B-240, 2.39.2) 102 (-do-) 25 mm nominal size(B-240, 2.39.3) 103 (-do-) 32mm nominal size (B-240, 2.39.4) 104 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make(B-257, 3.44)75 mm dia(B-257, 3.44.1) 105 (-do-)110 mm dia(B-257, 3.44.2) 106 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make (B-257, 3.45)Coupler (B-257, 3.45.1)75mm dia 107 (-do-)Coupler (B-257, 3.45.1)110mm dia 108 (-do-) Single Tee (B-258, 3.45.16)75mm dia 109 (-do-) Single Tee (B-258, 3.45.16)110mm dia 110 (-do-) Single Tee with Door (B-258, 3.45.17)75mm dia 111 (-do-) Single Tee with Door (B-258, 3.45.17)110mm dia 112 (-do-) Single Y (B-258, 3.45.7)75mm dia 113 (-do-) Single Y (B-258, 3.45.7)110mm dia 114 (-do-) Single Y with Door (B-258, 3.45.8)75mm dia 115 (-do-) Single Y with Door (B-258, 3.45.8)110mm dia 116 (-do-) Bend 87.5 Dg. (B-257, 3.45.4)75mm dia 117 (-do-) Bend 87.5 Dg. (B-257, 3.45.4)110mm dia 118 (-do-)Door Bend 87.5 Dg. (B-257, 3.45.6)75mm dia 119 (-do-)Door Bend 87.5 Dg. (B-257, 3.45.6)110mm dia 120 (-do-) Nahni Trap with Jali 4” 110mm dia (B-259, 3.45.25) 121 (-do-) Vent Cowel75mm (B-259, 3.45.29) 122 (-do-) Vent Cowel110mm dia (B-259, 3.45.30) 123 P & F Square-mouth gully trap `A` grade (IS 651-1992 :marked) of approved make complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type.(B-244, 3.5)Trap size 150 X 100mm, ferrow cement cover with frame, Internal Chamber size 300 X 300mm.. (B-244, 3.5.1) 124 Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. (B-250, 3.19)Depth up to 0.5 M(B-250, 3.19.1) 125 (-do-)Add extra over item 3.19.1 for every additional 0.10m depthabove 0.5 m depth. (B-250, 3.19.2) 126 Add extra if R.C.C slab of designed thickness & reinforcement is provided on manhole in place of stone slab( Actual area of R.C.C slab to be measured). (B-253, 3.29) 127 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.Inside size 600 x 450mm depth upto 0.5 Mto 1.0 M Cement cover with frame.(B-251, 3.21.4) 128 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant.160mm dia (B-247, 3.16.4) 129 Development Works 130 (B) Road Works 131 Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201By Mechanical MeansIn area of light jungle (R-2.6, (ii), A) 132 Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305).In ordinary soilMechanically by power shovel, including mechanical loading and carriage up to 50m. (R-3.3, c) 133 Box cutting/Trenching the Sub Grade to proper slope, camber and removing inequalities including removing deleterious stuff and depositing on the road side slopes (cutting of earth shall be paid separately in the respective item on the basis of classification of the excavation done by the Engineer (MoRTH specification clause 301 to 305) (R-3.4) 134 Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5].BY MECHANICAL MEANS, using Motor Grader, from earth in stock piles with all lead and lift but excluding rolling and watering.(R-3.8, c) 135 Extra for watering the earth to bring the earth up to required O.M.C excluding rolling (R-3.9) 136 Extra for rolling to specification with the use of Vibratory roller when earth is at suitable moisture content with desired field density not less than 95% of maximum dry density (Modified Heavy Proctor test), excluding watering.Field density not less than 95% of maximum dry density (Modified Heavy Proctor test)(R-3.10, a) 137 Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured).as per MoRTH specification table 400-1, 400-2,For Grading I Material(R-4.2, a) 138 Providing, laying, spreading and compactingstone aggregate forWet Mix Macadam (as per table 400-12 and 400-13) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 406 & Clause 112)by mechanical means with all lead . (R-4.9) 139 Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface ) (R-5.1) 140 Providing and applying tack coat on the prepared surface, withbitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface ) (R-5.2) 141 Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-8 & 500-10 and design mix for base/binder course including loading of material with Front end loader, heating of binder (including cost of anti-stripping compound wherever required) aggregate and filler as per table 500-9,in hot mix plant More than 60-90 TPH, transporting the mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 505 & 112] with all leadsGrading II (26.5mm nominal size) - Bitumen @ minimum 4.5% of mix usingVG 30( thickness 50 - 75 mm ) (R-5.4, (ii)) 142 Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in Hot Mix Plant (including cost of anti-stripping compound , wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne but excluding cost of tack and seal coat with all lead .[MoRTH Specification : Clause 510 & 112]In Hot Mix Plant 40-60 TPH, including loading of aggregates with Front end loader bitumen VG 30 (R-5.7, a) 143 Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall, including cleaning and rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MoRTH specification clause 511 Type A - comprising of 11.2 mm to 2.36 mm size aggregate @ 0.09 Cum per 10 Sqm and bitumen binder VG-30 @ 9.8 Kg / 10 Sqm complete. (R-5.9) 144 Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work(Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control )Up to 10 cm in width (R-8.90, (ii)) 145 Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 using Kerb laying machineUsing Concrete Mixer (R-8.3, a) 146 Providing and fixing of Precast concrete interlocking blocks manufactured from fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class as per IS: 15658-2006. The C.C. interlocking paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub base as defined. The work includes earth work in cutting of B/T road, cutting of WBM road and disposal of unserviceable material with all leads & lifts and stacking of serviceable material complete job is to be executed as per the instructions of Engineer-in-charge. The rates to be inclusive of all lead, lifts & taxes General specification of Blocks:1. Shape : As specified by Engineer-in-charge2. Tensile splitting strength and breaking load as per BS: 6717-20013. Colour : Grey cement natural colour4. Variation in Dimension : Less than 1.6mm5. Variation in thickness : Less than 3.2mm80mm thick, Medium traffic category,M40 Grade designation blocks (R-8.67-C) 147 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, coarse aggregate 26.5mm nominal size aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. as per MoRTH Specification cl. 601. (R-6.1) 148 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC 43 grade cement , coarse and fine aggregate (table 600-2 & 600-3) conforming to IS 383, maximum size of coarse aggregate 31.5mm nominal size mixed in a batching and mixing plant as per approved Mix design to achieve required design mix grade of controlled concrete, transported to site, laid with aslip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler bord , separation membrane, sealant primer, joint sealant (Table 600-4), debonding strip, dowel bar (IS : 432 Grade-I), tie rod (IS : 1786 Fe500 or IS : 432 Grade-I), admixtures (IS : 9103 & IS : 6925)as approved, finishing to lines and grades as per drawingincluding joimt cutting & texturing etc complete as per MoRTH Specification cl. 602 (with flexural strengthe minimum 4.5 MPa).M-40 grade concrete. (R-6.3) 149 Expansion joint 25 mm wide and depth 200 to 300 mm using 25 mm thick bitumen impregnated board, dowel bars 25 mm M.S. rod 500 mm long @ 200 mm c/c with PVC sleeve as per IRC - 58 (1988) including required steel bar (16mm dia) chairs, making hole in board, placing whole assembly in groove incluiding cost of sealing compound.(R-6.5) 150 (C) Drinking Water Supply Line 151 P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. (B-230, 2.2 )80 mm dia. nominal boreB Class (B-231, 2.2.8) 152 Making connection of G.I. distribution branch with G.I. main including all fitting.Beyond 25 mm & up to 100 mm dia.(B-231, 2.3.2) 153 P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :Gun-metal 80mm nominal bore. (B-234, 2.15.8) 154 Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size :80mm dia nominal bore (B-238, 2.32.8) 155 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per IS 5312 (part -1):2004 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per 156 Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. (RUIDP BSR 2022 19.52)Class PN 1.6 (19.52.1)100 mm dia (19.52.1.2) 157 (D) Sewer line – Based on RUIDP BSR 2022 158 Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. (17.1)In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. (17.1.1)Depth upto 1.5 m (17.1.1.1) 159 (-do-)Add extra for over all depth of excavation above 1.5 m and upto3.0 m over item no 17.1.1.1 (17.1.1.2) 160 Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP2 class (with s/s ends IS: 458 - 1988 (amended up to date) marked and manufactured through spun process at all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost andconveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes /Inspection chambers, Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.(17.20)200 mm internal diameter (17.20.2) 161 (-do-) 400 mm internal diameter (17.20.6) 162 Providing granular bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm sheive, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Engineer.(17.30)200 mm internal diameter (17.30.3) 163 (-do-) 400 mm internal diameter (17.30.7) 164 Providing and laying plain cement concrete M15 grade (using mechanical concrete mixer) using 20mm graded hard crusher broken stone aggregate, laying in layers of not more than 15cm thick, for bedding having width = outer dia of pipe (Bc) + 200mm or 1.25Bc (whichever is higher), thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.25Bc, for all type of pipes of following sizes, including compaction, curing, form work, etc complete as per drawing and/ or as directed by Engineer. (17.32)200 mm internal diameter (17.32.2) 165 (-do-) 400 mm internal diameter (17.32.6) 166 Providing and constructing of SEWER-BRICK (As per IS-4885 amended upto date) masonry circular manholes of Type-A with internal dia 0.90m and depth upto 1.65m having 230mm thick sewer brick masonry wall in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer. 167 Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately.(17.36) 168 Manhole Type-A of depth 0.90 m (17.36.1) 169 Providing and constructing extra depth of manhole Type-A for depth beyond 0.90 m and upto 1.65 m with SEWER-BRICK masonary including 20mm plaster inside and outside as per drawing and direction of Engineer. (17.36.2) 170 Providing and constructing of SEWER-BRICK (As per IS-4885 amended upto date) masonry circular manholes of Type-B with internal dia 1.20m and depth upto 2.50m having sewer brick masonry wall 230mm thick upto 1.5m, 345mm thick from 1.50m to 2.50m in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer. 171 Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately.(17.37) 172 Manhole Type-B of depth 1.70 m (17.37.1) 173 Providing and constructing extra depth of manhole Type-B for depth beyond 1.70 m and upto 2.50 m with SEWER-BRICK masonary including 20mm plaster inside and outside as per drawing and direction of Engineer.(17.37.2) 174 (E) Drainage Network - Based on RUIDP BSR 2022 175 Providing at site, lowering & laying in trenches, aligning & jointing of PVC-U pipes (SN 8) as per IS 15328 (amended up to date) and as per specifications with rubber rings with socket and spigot joint, (EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost and conveyance of water to site for testing) and commissioning etc complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. (17.26)160 mm Nominal Dia (17.26.2) 176 Providing and laying plain cement concrete M15 grade (using mechanical concrete mixer) using 20mm graded hard crusher broken stone aggregate, laying in layers of not more than 15cm thick, for bedding having width = outer dia of pipe (Bc) + 200mm or 1.25Bc (whichever is higher), thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.25Bc, for all type of pipes of following sizes, including compaction, curing, form work, etc complete as per drawing and/ or as directed by engineer.(17.32)150 mm internal diameter (17.32.1) 177 Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m (17.1.1.1) 178 Construction of brick masonry cylindrical road side inspection chamber of 450mm dia (internal) with 230mm thick wall of brick masonry (75 class designation brick) in cement mortar 1:4 (1 cement : 4 coarse sand), wall 230mm thick, filling of Jhiri, 20mm thick inside and outside plastering with CM (1:3), inside plaster finished with neat coat of cement, with cast in situ PCC M10 grade foundation of 1010 mm dia and 100 mm thickness, 75mm thick PCC M15 flooring, precast SFRC/RCC circular 450mm dia MD manhole frame and cover (as per IS 12592 amended upto date) embedded in 200mm thick PCC M20 grade concrete, including providing and fixing 2 Nos 110mm OD, 0.5m long PVC-U pipe pieces of stiffness class SN 8 as per IS 15328 and plugging the same, testing for water tightness etc. complete as per approved drawing and/or directed by Engineer.Note: Excavation of earth work and road cutting will be measured and paid separately (17.65)BM Road side inspection chamber of 900mm depth (17.65.3) 179 (F) Electrical Works 180 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)inrecessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & itsISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thickHot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch, Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws,making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR (BSR Code No.- 1.1)Short point (up to 3 mtr.)( BSR Code No- 1.1.1) 181 (-do-) Medium point (up to 6 mtr.)(BSR Code No.-1.1.2) 182 (-do-) Long point(up to 10 mtr..)(BSR Code No.-1.1.3) 183 Wiring of twin control light point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make on surfaceISI marked ( IS:14927 P - II ) virgin materialUPVC trunking & its accessories, Hot Dipped GalvanizedModular box of 1.2 mm thickwith earth terminal/ Surface 2 No. Moulded virgin materialUPVCModular Box , 2 Nos 10 A two way Modular switch,3 pin ceiling rose / holder/3 way Connector , Modular face plate with grid plate,screws,making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR(BSR CODE- 1.2)Medium point (up to 6 mtr.)( BSR Code No.- 1.2.2) 184 (-do-) Long point(up to 10 mtr..)(BSR Code No.- 1.2.3) 185 Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) on surfaceISI marked ( IS:14927 P - II ) virgin materialUPVC Trunking & its accessories, Hot Dipped GalvanizedModular box of 1.2 mm thickwith earth terminal/ Surface Moulded virgin materialUPVCModular Box,modular 10A switch, 3/5 pin6 Amodular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR ( BSR Code No.- 1.3)On board ( BSR Code No.- 1.3.1) 186 (-do-) Short point (up to 3 mtr.) ( BSR Code No.- 1.3.2) 187 (-do-) Medium point (up to 6 mtr.) ( BSR Code No.- 1.3.3) 188 (-do-) Long point(up to 10 mtr..) ( BSR Code No.- 1.3.4) 189 S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along withISI marked (IS:3419-1988) accessories as requiredinrecessincludingcutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR( BSR Code No.- 1.4)MMS ( IS:9537 P - III ) PVC conduit 25 mm ( BSR Code No.- 1.4.2) 190 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,in existingsurface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules, testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR( BSR Code No.- 4.1)2 x 2.5 sq. mm. + 1x1.5sqmm( BSR Code No.- 4.1.7) 191 (-do-) 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm( BSR Code No.- 4.1.14) 192 Supplying and fixing of power plug point with Modular accessories as per PWD specification for electrical Works, on hot dipped galvanized modular box of 1.2 mm thick with earthing terminal/connector on surface or in recessed with suitable size of modular face place with grid plate and cover plate including cost ofISI marked modular 16 amp. Switch (IS :3854) and 6/16 amp. socket outlet (IS:1293) making connection , testing , etc. as required. For specification ofWiring accessories refer ChapterE - 07related item & For additional technical parameters of product / work refer Annexure A attached with this BSR( BSR Code No.- 7.37) 193 P & F paper phenolic resin bonded laminates confirming to IS : 2036 -1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc platednut and bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSR( BSR Code No.- 5.5)6.4 mm thick( BSR Code No.- 5.5.3) 194 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanism , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accredited lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR( BSR Code No.- 6.1)Single pole MCB (With B/C curve tripping Characteristics)(6.1.1)6 A to 32 A rating(E060113)( BSR Code No.- 6.1.1.2) 195 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanism , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accredited lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR( BSR Code No.- 6.1)Double pole MCB (With B/C curve tripping Characteristics) (6.1.2)50-63 A rating ( BSR Code No.- 6.1.2.4) 196 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar, masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accredited lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR(6.10)Metal door (single phase) IK-09 and IP-43 with Metal end box(6.10.1)12 Way (12+2) (6.10.1.4) 197 Providing & Fixing of ding dong/musical chime bell as per PWD specification for electrical Works, including making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR. (7.26) 198 Plate Earthing as per IS:3043 withcopper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying3 mtr. below the ground level with 20mm dia. G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height250 to 300 mm. and embodying the pipecomplete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or lessas required & must record by engineer in charge during site visit and ensure to enter in measurement book. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(14.3) 199 Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles,making connection with GI/Cu purity purity >95%thimble etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . (14.6)8 SWG copper Wire(14.6.5) 200 P & F 1.2mm thickM.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm,12 mm dia rod fan hook with 100 mmlength extended on each side . All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR(5.9) 201 P & F in position frame made out of M.S. angle (riveted or welded) finished with two coats of red oxide and two coats enamel paint including cutting, welding, holes etc. of following sizes as required. For additional technical parameters of product / work refer Annexure A attached with this BSR(5.2)40mm x 40mm x 5mm (5.2.4) 202 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed ArmouredAluminiumcable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV withH4- Grade electrolyticaluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) includingtesting etc. as required of following size. OEM must have its own in house NABL accredited Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure A attached with this BSR*(11.2)16.0 Sq.mm, (11.2.4)2 core (11.2.4.1) 203 (-do-) 25.0 Sq.mm(11.2.5)3.5 core(11.2.5.3) 204 (-do-) 50.0 Sq.mm(11.2.7)3.5 core(11.2.7.3) 205 (-do-) 95.0 Sq. mm(11.2.9)3.5 core(11.2.9.2) 206 (-do-) 185.0 Sq.mm (11.2.12)3.5 core (11.2.12.2) 207 Supplying and making end termination with heavy aluminium lugs ( Pin / ring type )confirming to IS 8309 -1993 & IS 8337-1976 duly crimped with crimping tool, PVC tape etc of following size. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(12.3)16.0 Sq.mm(12.3.6) 208 (-do-) 25.0 Sq.mm(12.3.7) 209 (-do-) 50.0 Sq.mm(12.3.9) 210 (-do-) 95.0 Sq.mm(12.3.11) 211 (-do-) 185.0 Sq.mm(12.3.14) 212 Supplying and making one end termination with Nickel plated heavy duty brass single compression gland (as per IS 12943-1990)) SIBG type consisting of Check Nut, Gland Body, Metal Washer (3 Nos.), Outer Seal Rubber Ring,Compression Nut,heavy duty aluminium lugs (as per IS 8309 -1993) duly crimped with crimping tool, PVC tape as perIS 8337-1976offollowing size ofPVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required. All as per pre-approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(12.1)2 x 16.0 sq.mm( 12.1.4) 213 (-do-) 3.5 x 25.0 sq.mm( 12.1.17) 214 (-do-) 3.5 x 50.0 sq.mm(12.1.19) 215 (-do-) 3.5 x 95.0 sq.mm(12.1.21) 216 (-do-) 3.5 x 185.0 sq.mm(12.1.24) 217 Supply installation testing & Commissioning of Copper wound distribution Transformerof following ratingand % Impedance, 11/0.433KV Delta-Star Connected, Vector Group Dyn 11, ONAN Cooledlosses as per IS 1180 part I 2014 (Fourth Revision) Level-1, with boltless core designincluding standardaccessories like conservator with prismaticoillevelgauge , silica gel breather,Bucholz relay,pressed steel radiator fins, Radiator Valve(above 800 Kva) Suitable size HT cable box,LT cable box with Busbar connection for outgoing cables, Off -LTC (+/- 2.5%, +/- 5% to - 7.5% ),temperature rise of 40 degree C in oil / 45 degree C in winding , drain valve, Air release device,Dial type Oil & Winding Temperature gauge with alarm & trip contacts, first filling of transformer oil as per IS :335-1953 , Epoxy primer and PU based paint as Top coat, Unidirectional rollers for rating upto 800 kva & bi- directional above 800 kVA rollers with locking arrangement etc. as required. The Transformer shall be subjected to routine factory tests (as per IS:2026 and IS:1180) including Temperature rise test in OEMs own lab shall be witnessed by Department engineer Physically. Transformer shall be tested from CTL of discombefore charging of transformer & complete installation must be certified from Electrical Inspectorate office as per Indian Electricity rule, (CTL testing charges and Electrical Inspection charges shall be reimbursed by the department to the contractor)Following tests shall be carried out on each 218 transformer at site by OEM engineer in presence of department authorised representative:- a) Ratio test on each tapping. b) Resistance of windings at principal and all tapings . c) Insulation resistance of the winding between HV to earth / HV to LV / LV to earth. d) Vector group test. e) Magnetic Balance test. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . (23.1)500 KVA with % Impedance 4.5 (23.1.1) 219 Supply and fixing of piller box as per DISCOM / PWD specifications made of 2 mm thick powder coated CRCA sheet of 415 volts 3 phase 4 wire triple pole and neutral type, complete in all respect as required. Including knife switch of 400 amp. rating , HRC fuses with copper one piece U contacts base, brass studs and nuts, copper bus bar for main and interconnection, MS angle frame of 50 x 50 x 6 mm grouted with C.C. of M-10 grade to achieve the height of 1.5 feet above the road level suitable for four outgoing. All as per pre approved by Engineer in charge.(E211800) Electrical BSR 2013 220 Providing & Fixing of ISO certified company made TP&N 415 V side handle operated double break fuse switch unit in sheet steel enclosure as per PWD specification for electrical Works conforming to IS/lEC 60947-3 : 1999 (W/O HBC fuses) including making connections with suitable lugs, testing etc. as required.Appropriate type test certificate / OEM test report shall be submitted . All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(10.1)200 A rating (10.1.3) 221 Providing & Fixing of ISO certified company made bolted type/ Din type HBC (High breaking capacity) fuse links of 80 KA breaking capacity,as per PWD specificationfor electrical Works conforming to IS:13703 in the existing fuse base, fuse switch unit etc. of the following type and rating.Appropriate type test certificate / OEM test report shall be submitted .All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(10.6)Offset tag type(10.6.2)80 A to 125 A(10.6.2.4) 222 (-do-) Din (knife type) type(10.6.4)200 A to 400 A Size 2(10.6.4.5) 223 Supply & Laying following size B class ,G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with accessories like bend, socket etc.for laying earth conductor/ strip / cable in ground/ surface/ recess as required.All as per pre approved by Engineer in charge.(Earth Excavation will be Paid Extra)All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annex ure A attached with this BSR . (14.7)32mm dia(14.7.4) 224 Supply and erection of P.C.C. pole as per REC manual no 15/1979 (amended upto date) and as per latest Discom specifications with factor of safety 2.5including excavation of pit upto pole planting depth 1/6th of pole length. and back filling with stone aggregate/boulders and soil by ramming and watering etc complete as required. All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR.(19.1)9.0 Mtr long PCC pole of 200 Kg Working Load (19.1.2) 225 Supply and erection of GI stay set confirming to pattern-1 of BS:16/1974 and as per latest Discom Specifications complete with stay rod with anchor plate fitted with cast iron cross head and steel bow, in cement concrete 1:3:6 including excavation of pit-re-filling etc complete as reqd. All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR(19.2)Stay set of dia 20mm, 2.4m long stay rod and anchor plate 380 x 380 x 4.0 mm(19.2.1) 226 Supply and fixing of MS. Channel Bracket with clamp as per Discom Specifications including Nut, Bolt with two coats of Red oxide and two coats of Aluminium paint etc. as Required. All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR(19.9)1.4 m long(19.9.2) 227 Supplying and layingof Hot dip galvanized steel stay wire of 550-900 N/mm Quality confirming to IS-2141/2000 in all respect Including chemical composition (Heavily coated Hard quality) of dia 7/3.15 mm(7/10 SWG) and as per latest Discom specs. etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR.(19.13) 228 Providing & Laying XLPE insulated three core ArmouredAluminiumcable for working voltage 11 K.V.(E) confirming IS :7098 P - 2withH4- Grade electrolyticaluminium conductor confirming to IS: 8130 class-2 of purity >99.6 %, Insulation Screening: Extruded Semiconducting Compound followed by helically wrapped Copper Tape, round / flat strip armouring of cables , Inner / outer sheath PVC type ST-2 confirming to IS:5831in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray includingtesting etc. as required of following size. OEM must have its own in house NABL accredited Laboratory for testing procedure as per IS:10810 All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(13.1)3 core 240.0 Sq.mm(13.1.5) 229 Providing & making heat shrinkable type indoor/outdoor/straight through terminations/ joint kitsuitable for11 KV / 33 KV (Earthed) cable with required components, preparation of cable ends. Type test report should be as per IS13573:2011 which covered all sequence for table 2 for termination kit and table 3 for straightthrough joint inclusive thermal & dynamic short circuit test, humidity test, soil fog test. Crosslinking shall be done out side factory with E- beam/ peroxide technology. Extrusion process shall be in house OEM within same vicinity. includingtesting etc. as required of following sizes. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(13.12)11 KV End Termination Kit Outdoor type(13.12.2)3 core 240/300 Sq.mm(13.12.2.4) 230 Supply and fixing of 100 Amp, 11kV Horn gap fuse set IS 9385 on existing DP structure with 6 nos 24kV/22kV post insulator (IS:5350 part III), hot dipped hard ware, fuse wire of required size etc. complete in all respect as per Discom specification etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR. (19.17) 231 Supply and fixing of 11kV, 400 Amp 3 pole, central pot rotating double break type isolator (IS:9921 part I toV) without earth blade operating mechanism with GI spring loaded reverse loop type fixed contact, solid hard drawn electolytic copper tubular moving contact with silver/ nickel plated at end points, 9 nos post insulator of 12 kV (IS:2554 & IS 5350 part III), hot dipped galvanising hard ware, nut, bolts etc complete in all respect as per Discom specification etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR. (19.18) 232 Supply and fixing of distribution type Lightening arrestor ( Set of 3 Nos.) 9 kV, 10 kA (IS:3070) with mounting breaking to be installed on existing DP structure etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(19.19) 233 Supply and fixing of 1.6 mm thick MS 11 kV Danger plates as per IS :2551-1982 & specification of Discom on the existing poles complete in all respect as per PWD / DISCOM specification. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR (19.21) 234 Supply and fixing Substation structure for mounting 11/0.4 Kv Transformer on Double poleas per DISCOM specification complete in all respect as required including nuts and bolts etc (excluding the cost of poles) made of MS channel of 4 nos 100 x 50 x 6mm and 4 nos 75 x 40 x 6mm and MS flat 50 x 6mm etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(19.20) 235 S/F cable route marker with 10cm x 10cm x 5mm thick or 10 cm dia. G.I.plate with inscription thereon, bolted/welded to 35mm x 35mm x 5mm angle iron, 60cm long and fixing the same in ground in C C ( 1:3:6 ) as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(12.11) 236 Supply and erection ofGalvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) Swaged tubular pole conforming to IS: 2713-1980 (part I to II) with galvanised base plate, The pole shall be made from steel tube & Pipe (IS:1141, Fe 410) including excavation of the pit and filling the same with C.C. of M-20 grade (1:1.5:3) from base plate to 50 cm above ground level, with the help of steel frame not less than 40 cm dia up to 114.3mm outer dia and 50 cm beyond 114.3mm outer dia around the pole. Duly finished with cement plaster, earthing terminals, cable entry with 32 mm dia. B class GI cable sleeves complete as required. of following height & designation.( See Table P - 02 forspecs. ) All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .-18.37.5 Mtr. ( 410 SP - 5)(18.3.1) 237 Add for supply and fixing of Pole OEM fabricated GalvanizedOverhang of following size over the existing poles. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(18.4)76.1 mm OD x 3.25 mm thickness(18.4.1) 238 Providing & Fixing of Street light bracket made out from following size of B class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fasteners etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(18.18)40 mm Dia.(18.18.4) 239 Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminiummaterial with heat dissipation fins on housing with UV stabilized PC (UV stabilization report submitted for UV cover ) /Toughened Glass coverand secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver& has a unique BIS R number withInput Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driverEfficiency >85%,THD(I) <10%Humidity 10% to 90% RH Working Temp -5C to 45C .driver current <750mA. The luminaireshall be BIS certified and Trade mark certified. Life ExpectancyEqual or more than 50000 burning hrs with Minimum 70% lumen maintained , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs.Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Compliance. OEM Must have its own in house NABL lab setup for all testing facilities forLED fixtures.(LM79/LM80) 240 LED Street Light fixture with Minimum lumen output Certificate/ report with liable warranty of product/accessories from OEM shall be submitted.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . (BSR Code No.- 18.12) 5600lm ( BSR Code No.- 18.12.3) 241 Providing and fixing of fuse box size 250(H) x 200(W) x 150(D) mmfabricated of 1.6mm MS sheet with hinged cover, dust and vermin proof, rubber gasket, locking arrangement, duly holded with 2 nos pole clamps of 20 mm x 3 mm flat with nut and bolts, complete with anticorrosive treatment, finished with two coat of approved enamel paint. The box shall be provided with 2 / 4 nos copper bus bar 125 x 20 x 3 mm with brass screws suitable supports, earth terminal, inter connection, knock outs for 20 / 25 mm cable gland, 1 no. 6 Amp MCBcomplete in all respect. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(18.16) 242 Providing & Fixing of Double ball bearing, copper wounded capacitor startsingle phase metallicblade fresh air fan, in existing opening including cost of hardware , flexible 3 core copper conductor ,making connections, testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(15.11)225 mm sweep (15.11.1) 243 Providing & Fixing ofBEEStar rated copper wounded double ball bearing capacitor start, aluminium body & Metallicblade ceilingfanConforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(15.7)1200 mm Sweep BEE 3 Star rated (service value >=5.0 to< 5.5 )(15.7.3) 244 Providing & Fixing of modular type 120 W Step Fan regulator duly ISI marked (IS 11037:1984 ) with CM/L no. printedmade out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tipwith IP-20 rating ,includingall as per pre approved by Engineer in charge, making connections, testing etc. as required.For additional technical parameters of product / work refer Annexure A attached with this BSR(7.29)5 step fan regulator 2 Module 360 degree rotating (7.29.1) 245 Providing & Fixing of IP51 direct or CT operated, 1x240 / 3x240 volts , 50 Hz static watt-hour meter (kwh) as per PWD specification for electrical Works, ISI marked (IS :13010-2002 ) having resolution 0.1 / 0.01 kwh ,accuracy class 1 as per IS:13779, LED indicators for tamper operation ( Reverse &/or earth connection) , pulsatingLED indicator for meteorology , LCD Display,cover plate for body and terminal sealing , push button for all standard parameters, includingmaking connection ,testing etc. as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(8.22)up to 30 ampere single phase meter(8.22.1) 246 Testing of single phase Energy meter from Discom lab (Non BSR) 247 Providing & Fixing of energy efficient /energy saving IP 20 LED direct retrofit Bulbin existing holder or fixture as required with system lumen efficacy ≥100 lm/Watt output ,pf 0.95 , CRI >70,minimum life time of minimum25000 Burning Hours with , 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All as per pre approved by engineer in charge . for additional technical parameters of product/ work, refer Annexure A attached with this BSR. (17.9)9 watt(17.9.3) 248 Providing & Fixing of IP20 SMD Mid Power LED batten type integrated light fixture made from Powder coated Extruded aluminiumhousing with in built driver, System lumen efficacy ≥ 110 lm/Watt output, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, CRI >80 , life time of minimum50000 Burning Hours with , 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , Maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(17.1)1170mm(+/-10%) LED batten with min. lumen output 2200 lm (17.1.1) 249 Providing & Fixing of ISI marked (IS:1258) batten/angle lampholder with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal & captive screws including making connection testing etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR (7.13). 250 SITC of Monoblock motor pump set ISI marked (IS:9079-2002) with TEFC motor, motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008,& IS12615:2011. with Stainless steel Impellor, Stainless steel shaft, Mechanical seal, Single/Three phase ( 240 - 440 V ) permanent split capacitor type (PSC), fitted with thermal overload protection, Including cost of hardware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively complete in all respect. OEM shall have submit NABL / CPRI / ERDA accreditedlab type test certificate before execution. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .( BSR Code No.- 21.7)10.0 HP, 3-Ø, 32- 48)Mtr, (830-450) LPM( 21.7.8) 251 SITC of Contactor OEM Fabricated DOL/Star-Delta Starter panel with switchgear selection as per Type-2 Coordination Chart and made out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON / OFFpush buttons,ammeter, voltmeter, indicating lamps etc.suitable for following rating motors complete in all respect. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .( BSR Code No.- 21.13)For Three phase Submersible / Mono block pump( 21.13.2)7.5 HP to 10.0 HP ( Star / Delta starter )(21.13.2.5) 252 P&F Bus bar chamber housed in sheet metal box made out from 1-.2mm thick powder coated CRCA sheet front openable bus bar made out of copper suitable for 200 amp capacity, bus bar fixed on porcelain insulators at approved spacing including making connections ets as required.600 MM long, 4 strip(E140703) -2013 Electrical BSR

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	17-12-2024	Tender Extension Notice-1	Date	30-12-2024
2	29-11-2024	Corrigendum	Date	17-12-2024
3	30-12-2024	Tender Extension Notice-2	Date	07-01-2025

INR 5900 /-

INR 4441300.0 /-

INR 22.20 Crore /-