Tender For Proposed Construction Of Animal Care Center At Khargapur - Dist. Lucknow - 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, lucknow-Uttar Pradesh

Tender For Proposed Construction Of Animal Care Center At Khargapur - Dist. Lucknow - 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 3 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. 4 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 5 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 6 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. Concrete of M25 grade with minimum cement content of 330 kg /cum For Lintel Band 7 As in item 7 above but forslabsin M-25 8 As in item 7 but for the lighter beams in M-25 9 As in item 7 but for the Footing in M-25 10 As in item 7 but for the Column in M-25 11 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. 12 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc 13 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for massconcrete 14 Columns, Pillars, Piers, Abutments, Posts and Struts 15 Suspended floors, roofs, landings, balconies and accessplatform with water proof ply 12 mm thick 16 Lintels, beams, plinth beams, girders, bressumers andcantilevers with water proof ply 12 mm thick 17 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 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/Lindane E.C. 20% with 1% concentration 18 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) 19 Half brick masonry 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. Cement mortar 1:3 (1 cement :3 coarse sand) 20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 21 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Sal wood 22 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 2nd class teak wood beading 62X19 mm. 23 Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. 24 Providing and fixing bright finished brass each butt each with necessary screws etc. complete125x85x5.5mm(heavy type) 25 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :250x10 mm 26 Providing and fixing bright finished brass door latch with necessary screws etc. complete. 250x16x5 mm 27 Providing and fixing bright finished brass handles with screws etc. complete. 100 mm 28 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 29 15 MM THICK PLINTHPLASTER(1)1 cement : 4 coarse sand 30 15mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 31 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 32 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. 33 Making grooves 10 to 12mmwidex 8mm deep in plaster of the wallor in ceiling vertically or horizontally as required. 34 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 35 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than .08% and conforming to IS:15622 of approved makes in all colors and shades laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand ) jointing with grey cement slurry @3.3kg/ sqm including grouting the joints with cement and matching pigments etc. completeSize of tile 600x600mm 36 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 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.Granite stone slab colour black, Cherry/Ruby red Area of slab over 0.50 sqm 37 Providing and fixing Ist quality ceremic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer) of approved make in all colors shades except burundy , bottle green, black of any soze as approved by engoneer in charge in skirting , risers of steps, daddos, over 12mm thick bed of cement mortar 1:3 (1 ccement :3 coarse sand ) and jointing with grey cement slurry @3.3kg/ sqm including grouting the joints with cement and matching pigments etc. complete 38 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. 39 Finishing walls with textured exterior paint of requiredshade : New work (Two or more coats applied @3.28 ltr/ 10 sqm) over and including primingcoat of exterior primer applied @ 2.20 kg/ 10sqm 40 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 41 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 42 French spirit polishing:Two or more coats on works including a coat of wood filler. 43 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: 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 withwater proofing compound conforming to IS : 2645 andapproved 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 minimumthickness at khurra as 65 mm. 44 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.10 x 80 mm 45 Cinder filling in Sunkan portion. 46 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. 47 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc For fixed portion :21.1.1.2 Powder coated aluminium (minimumthickness of powder coating 50 micron) 48 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimumthickness of powder coating 50 micron) 49 Blinds: Providing & fixing of Rollar Blinds including all necessary Fiitings , T&P all complete in direction of engineer in charge. (Make Macc / Hunterdouglous/Vista) 50 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same withnecessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 51 Design supply & installation of suspended Spider Glazing systemdesigned to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. 52 Add Extra for Sand Stone Cladding Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately)Red sand stone - exposed face fine dressed with rough backing. 30 mm thick 53 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 54 ELECTRICALINSTALLATIONS 55 Point wiring in PVC Conduit 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 56 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- Wiring for light/ power plug with 2X4 sq. mm FRLS PVCinsulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 57 Circuit / Sub main wiring in PVC conduit :-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. 58 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 59 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 60 4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire 61 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 62 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 63 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 20mm 64 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 65 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 32 mm 66 S/F light plug point modular type accessories :-Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 67 S/F power plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 68 S/F modular type electronic fan regulator :- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 69 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 70 TELEPHONE, TELEVISION AND DATA NETWORK 71 TELEPHONE WIRING IN EXISTING CONDUIT :- 72 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required 2 Pair 73 S/F MODULAR BOXES, BASE & COVER PLATE :- Supplying and fixing following size / modules, GI box along with modular base & cover plate for modular switches inrecessetc as required 1 or 2 Module (75 mm x 75 mm) 74 S/F MODULAR TYPE SWITCH / SOCKET :- 75 Supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc as required Telephone Socket outlet 76 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 77 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 (4 + 12), Double door, horizontal type 78 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 (4 + 18), Double door, horizontal type 79 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, 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 80 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 40 amps 81 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 63 amps 82 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 83 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 84 G.I.EARTHING 85 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 86 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 87 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 88 ERECTIONOFLIGHTINGFIXTURESANDFANS 89 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 90 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 91 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 92 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 93 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 94 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 95 Supply and fixing of sqaure Light 40-60Watt LED Down Light (600x600)mm having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. 96 Part B Non Scheduled Item 97 Providing & Fixing of modular plate type white RJ 45 CAT 6 Data outlet / information outlets ETL verified to meet or exceed TIA / EIA category 6 requirements, universal wiring label permitting to either T568A or T568B, UL listed,for computer networkingcomplete in all respect with cover plate, grid plate, screws, MS box, etc with connections as required.1 nos. RJ 45 Data Outlet 98 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 99 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300 mm sweep 900 rpm 100 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers. 8 Way TPN 101 Providing and fixing of following rating Four poleMCCBs at the incomer of Main/sub distribution boards withconnections etc. complete as required.100 Amp FP MCCB(16 KA) 102 Supplying, fixing, connecting, testing and commissioning of followingrating, ISI marked (IS 8828) 240 / 415 volts, 10 KA, Miniature Circuit Breaker (MCB)of single / double / three / four poles in the existing MCB DB or in existing MS enclosure complete in all respects. 25 Amp. TP MCB 103 Supplying, fixing, connecting, testing and commissioning of followingrating, ISI marked (IS 8828) 240 / 415 volts, 10 KA, Miniature Circuit Breaker (MCB)of single / double / three / four poles in the existing MCB DB or in existing MS enclosure complete in all respects. 104 Supply, installation, testing and commissioning of electrical pane, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.2mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and OR outgoing as per site requirment 105 Providing and Laying unplastisized rigid PVC pipe conforming to IS:13592 type A including jointing , cuttingand making good the walls & floors as per requirement.150mm 106 INTERNAL PLUMBING WORKS 107 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 108 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required. a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 109 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia 110 Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 111 Providing and fixing white vitreous china flat back half stall urinal of size 580*380*350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in D.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 PV.C. automatic flushing cistern. 112 Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm 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 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade 113 CP Brass fittings 114 Providing and fixing unplasticised PVC connection pipe with brass unions45 cm length15 mm nominal bore 115 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 a) 15 mm nominal bore 116 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards andweighing not less than 690 gms.a) 15 mm nominal bore 117 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931a) 15 mm nominal bore 118 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS 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 119 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS 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. 90mm 120 Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size)around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 150 mm dia 121 Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size)around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground)100 mm dia 122 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.110 mm 123 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Bend 87.5 degree110 mm Bend 124 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.Shoe (Plain)110 mm Shoe 125 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 126 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 MS 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 127 Providing and fixing 15cm wide 45cm over all semi circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete.0.80mm thick with zinc coating not less than 275 gm/m2 128 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. 129 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc. 20mm dia nominal outer dia pipes 130 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc. 25mm dia nominal outer dia pipes 131 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc. 32mm dia nominal outer dia pipes 132 Providing and fixing gun metal gate valve with wheel of approved quality. 25mm dia nominal bore 133 Providing and fixing gun metal gate valve with wheel of approved quality. 32mm dia nominal bore 134 Providing and fixing gun metal gate valve with wheel of approved quality. 40mm dia nominal bore 135 Providing and fixing gun metal gate valve with wheel of approved quality. 50mm dia nominal bore 136 Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]. Capcity in Per Liters 137 Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m.All kinds of soilPipes, cables etc. exceeding 80mm dia but not exceeding 300mm. 138 Providing, laying and jointing glazed stoneware pipes grade A with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 100mm diameter 139 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all roundS.W. pipes including bed concrete as per standard design100mm dia SW pipe 140 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 150 mm.dia. RCCPipes 141 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm.dia. RCCPipes 142 Providing and fixing square-mouth S.W. gully trap grade‘A’ 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 design150 x 100 mm size P type With Sewer bricks conforming to IS : 4885 143 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. 144 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With FPS bricks of class designation 75(i) For Sewer Line 145 Extra for depth for manholes:Size 90X80 cm with FPS bricks (class I ). 146 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard designWith 20x20 mm square bar 147 Providing and fixing on wall face unplasticised Rigid PVC soil and waste water pipes conforming to IS : 13592 Type B including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes.a) 110mm dia P.V.C. pipe 148 Providing and fixing on wall face unplasticised Rigid PVC soil and waste water pipes conforming to IS : 13592 Type B including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes. b) 90mm dia P.V.C. pipe 149 Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince) P-Trap type Floor Trap 110 x 110mm 150 Providing and fixingterminal guard. a) 110mm 151 Providing and fixingterminal guard. b) 90mm 152 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. 153 110mm bend 154 90 mm bend 155 Coupler 110mm 156 Coupler 90mm 157 Single tee with door90x90x90 mm 158 Single tee with door 110x110x110 mm 159 Providing & fixing Towel Rail 300mm Long For Wash Basin Area 160 Providing & fixing Soap Dispenser with Metallic bottle JAQUAR ACN-CHR-1137N 161 Providing & fixing Bottle Trap (With Internal Partition) 32mm Size With 250mm & 190mm Long Wall Connection Pipes & Wall Flange JAQUAR ALD-CHR-769 162 Providing and fixing Hand Shower (Health Faucet) with 8mm Dia, 1 Meter Long Flexible Tube & Wall Hook (for E.W.C.) JAQUAR ALD-CHR-573 163 Providing and fixing C.P. brass Two-way angle valve for EWC points & for fixing Ablution Health Fauct of approved quality conforming to15 mm nominal bore 164 Providing and fixing clean out plug110 mm dia 165 FIRE FIGHTING & FIRE ALARM SYSTEM 166 Internal Hydrant System 167 SITC of Singal Headed Hydrant Landing Valve comprising of 80 mm dia flanged Bend 63 mm dia, with cap and chain conforming to IS:5290(Make : Newage/Minimax/Safex/Firex) 168 SITC of RRL Hose Pipe 63 mm dia × 15 Mtr. Long with GM Coupling conforming to IS : 636(Make - Newage/Jayshree/CRC) 169 SITC of Short Branch Pipe as per IS:903(Make : Newage/Safex/Firex) 170 SITC of Hose Cabinet Box of 18 SWG M.S.Sheet with glass to accommodate Hose Reel Drum with Ruber Pipe with Nozzle. 2 Nos. RRL Hose and 1 No. Branch Pipe with Nozzle 171 Providing and fixingMS Pipes conforming to IS:1239 (Medium- B class) including all fittings like anchor fasteners, brick masonry supports, couplings, bends, elbows, tees and flanges etc. welded or screwed joints as required, cutting holes and chases in brick or RCC walls and making good complete. (For Riser) 100mm dia 172 Supply, installation, testing and commissioning of Manual Swing Type First aid Fire Hose Reel conforming to IS: 444 complete with all other necessary fixing accessories. 173 Supply of Fire Man Axe. 174 SITC of Air cushion Tank (2000x1000)mm. 175 SITC of Air Release Valve. 176 Supply, Installation, Testing & Commissioning of NRV complete with flanges, gasket and nut bolts. 100 mm 177 SITC of Sluice Valve complete with all respect. 100 mm 178 Supply, Installation, Testing & Commissioning of Pressure Gauge with gauge cock 179 Supply, Installation, Testing & Commissioning ofFire brigade inlet with 63 MM dia instantaneous inlet complete with all necessary fittings and MS enclosure with glass door made of 18/16 SWG sheet. 4 way 180 Supply, fixing , testing & commissioning of electrical motor driven fire pump suitable for automatic operation consisting of following : (Terrace Pump)(Make : Kirloskar/Mather+Platt) 181 (a) Horozontally mounted, split casing, Centrifugal fire pump complete for delivery of under mentioned discharge against desired mentioned head so as to ensure a minimum pressure of 30 meter at the highest and farthest outlet at the specified flow cmplete with necessary strainers, pressure gauge including bypass arrangement for periodic testing of the working of the pumpset with required length and size of medium class GI pipe and control valves for proper completion of work.The pump shall be capable of giving 150% of rated discharge at head not less than 65% of rated head.The pump shall be provided with Mechanical seals. The impeller shall be enclosed type and accurately blanced dynamically.The pump casing shall be of cast iron, impeller shall be of bronze and shaft shall be of stainless steel. 182 (b) Squirrel cage, TEFC induction motor suitable for 415 V, 3 phase having IP 55 protection and class B insulation for the above pump and flexible coupling with the pump.The motor shall b rated for continuous duty and shall have HP rating necessary to drive th pump at 150% of its rated discharge at 65% of rated head. 183 © Common bed plate of fabricated mild steel channel or cast iron type. 184 (d) Suitable cement concrete pump foundation and vibration clamping arrangement as required with foundation bolts, anti vibration pads, washers etc. 185 (e) Pressure switch for automatic operation of motor including necessary wiring upto control panel. 186 (f) Electrical Control panel with starter, 3 Pole motor protection category current limiting type MCCB, indicating light, ammeter, voltmeter, selector switches, CTs protective fuses, single phasing protection, dry suction cut off etc as requrd as per standard details. 187 Discharge :450 liter per minuteHead : 35 meter 188 Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]. Per liters capcity. (DSR 2023 18.48) 189 PUMP HOUSE 190 Supply and Installation of Electrically Operated TEFC Type induction motor of including suitable Pump 70 Mtr. Head with 2280 LPM, 2900 RPM, 60 HP (Main pump)Complete installation with concrete foundation and suitable base plate by Iron Channel complete works as per required, (Make : Kirloskar/Mather & Platt) 191 Supply, Installation, Testing & Commissioning of Jockey pump having capacity 180 lpm @ 70 MWC Head with 10 HP motor complete with base plate, coupling guard, foundation bolts. 192 Supply, Installation, Testing & Commissioning of Pressure Switch with gauge cock 193 Supply, Installation, Testing & Commissioning of Pressure Gauge with gauge cock 194 Supply, Installation, Testing & Commissioning of GI Pipe confirming to IS 1239 B Class upto 150 mm dia and IS 3589 for size 200 mm dia and above with painting, fitting and necessary support. 195 Supply, Installation, Testing & Commissioning of GI Pipe confirming to IS 1239 B Class upto 150 mm dia and IS 3589 for size 200 mm dia and above with painting, fitting and necessary support. 196 Supply, Installation, Testing & Commissioning of GI Pipe confirming to IS 1239 B Class upto 150 mm dia and IS 3589 for size 200 mm dia and above with painting, fitting and necessary support. 197 Supply, Installation, Testing & Commissioning of Sluice Valve PN 1.0 complete with flanges, gasket, nut bolts. 80mm 198 Supply, Installation, Testing & Commissioning of Sluice Valve PN 1.0 complete with flanges, gasket, nut bolts. 100 mm 199 Supply, Installation, Testing & Commissioning ofY Type Strainercomplete with flanges, gasket, nut bolts. 150 mm 200 Supply, Installation, Testing & Commissioning of Non Return Valve complete with flanges, gasket and nut bolts. 150 mm 201 Supply, Installation, Testing & Commissioning of Anti Vibration Expansion bellow, complete in all respect.150 mm 202 Supply, Installation, Testing & Commissioning of Butterfly Valve complete with flanges, gasket, nut bolts 150 mm 203 Supply, Laying, Testing & Commissioning of Cabling for pump complete with base saddle, lugs, ferrule laid in ground/wall as required.3.5 X 70 sq mm Aluminum conductor armoured cable 204 Supply, Laying, Testing & Commissioning of Cabling for pump complete with base saddle, lugs, ferrule laid in ground/wall as required. 4 X 16 sq mm Aluminum conductor armoured cable 205 Supply, Laying, Testing & Commissioning of Cabling for pump complete with base saddle, lugs, ferrule laid in ground/wall as required. 2 X 1.5 sq mm Copper Armoured Cable. 206 Supply and installation of Air vessel of 300 mm dia, 1000 mm height, 6 mm thick dished end 8 mm thick. 207 SITC of Air release valve. 208 SITC of Draw out connection with foot valve. 209 INTERNAL FIRE ALARM SYSTEM 210 providing, installing, connecting, testing and networkable logic driven analogue addressable Main Fire Alarm Control and indicating panel.The panel shall be coupled to the PA system complete in all respect. 6 loop Panel 211 Supply, installation, testing and commissioning of Analogue addressable Photo Smoke Detectors based withLED shall be visible from 360deg, complete as required. (Make :/ GST/Morley) 212 Supply, installation, testing and commissioning of Analogue addressable heat detector (Make :/ GST/Morley) 213 Supply, Installation, Testing and Commissioning of Fault Isolator (GST/Morley) 214 Supply, Installation, Testing and Commissioning of Monitor Module. (GST/Morley) 215 Supply, Installation, Testing and Commissioning of Control Module. (GST/Morley) 216 SITC of Manual call point with mounting box complete as required. 217 Sitc of Electronic hooter 6 watt output TAC approved with a range of 25-30 mtr. 218 Supplying and laying of Copper Conductor Armoured Cable, complete in all respect.2 X 1.5 sq. mm 219 Supply and fixing Response Indicator with Dual LED 220 SUBMERSIBLE PUMP (90 M. DEPTH) 221 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, upto 90 metre depth below ground level. 300 mm 222 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia 223 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. 100 mm nominal size dia 224 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. 225 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit)with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 226 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 227 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 228 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 229 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 230 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 231 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 232 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 233 Supply of 100mm dia Johnson screen. 234 Construction ofLarge Animal Shed 235 Earth work in excavation in foundation in ordinary soil in trenches (loam,clay or sand) including lift upto 1.5m.lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus earth as directed by Eng.incharge with in a distance of 50 m. 236 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. 237 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 238 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) 239 PROVIDING AND LAYING in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1.5:3(1 Cement :1.5 Coarse sand (Zone-III) derived from natural sources :3 graded sand stone aggregate 20mm nominal size derived from natural sources) 240 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. Concrete of M25 grade with minimum cement content of 330 kg /cum As in item 4 but for the lighter beams in M-25 241 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. Concrete of M25 grade with minimum cement content of 330 kg /cumAs in item 4 but for the Columns 242 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for massconcrete 243 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers andcantilevers with water proof ply 12 mm thick 244 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts 245 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. 246 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) 247 15mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 248 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 249 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. 250 Finishing walls with textured exterior paint of requiredshade : New work (Two or more coats applied @3.28 ltr/ 10 sqm) over and including primingcoat of exterior primer applied @ 2.20 kg/ 10sqm 251 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 252 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes 253 Providing & Fixing of 10mm 4 Wall Opal WhitePolycarbonate Sheet Weight 1.8 Kg. Per Sqmtr.With 50 Micron Both side UV coated to maintain the yellow Index the sheet manufactured under BIS 14443Minimum cold bending radius 1500mm, Heat Transfer Coefficient Ug 2.5 w/m2k Coefficient of thermal 0.065 mm/m C Maximum Service temp. without load 120° C, Brand: ULTRALITE/Makrolon/Lexan Sheet fixing with 60mm Aluminium Alcox top & bottom section Minimum weight 1.1 kg. P. Rmtr. with EPDM Rubber Gasket. Over mild steel Pipe parallel to sloping direction, with silicon sealant to avoid leakage. With end profile, Slop over mild steel sectionand all necessary T&P etc all complete in direction of engineer in charge. (Make Ultralite/ Makrolon/ Lexan) 254 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 255 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 aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm 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 256 Construction of Shavanaalaya 257 Earth work in excavation in foundation in ordinary soil in trenches (loam,clay or sand) including lift upto 1.5m.lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus earth as directed by Eng.incharge with in a distance of 50 m. 258 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. 259 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 260 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) 261 PROVIDING AND LAYING in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1.5:3(1 Cement :1.5 Coarse sand (Zone-III) derived from natural sources :3 graded sand stone aggregate 20mm nominal size derived from natural sources) 262 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. Concrete of M25 grade with minimum cement content of 330 kg /cum As in item 4 but for the lighter beams in M-25 263 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. Concrete of M25 grade with minimum cement content of 330 kg /cumfor the Columns 264 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 265 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 266 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts 267 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. 268 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) 269 15mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 270 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 271 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. 272 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/ 10sqm 273 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 274 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes 275 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc 276 Providing & Fixing of 10mm 4 Wall Opal WhitePolycarbonate Sheet Weight 1.8 Kg. Per Sqmtr.With 50 Micron Both side UV coated to maintain the yellow Index the sheet manufactured under BIS 14443Minimum cold bending radius 1500mm, Heat Transfer Coefficient Ug 2.5 w/m2k Coefficient of thermal 0.065 mm/m C Maximum Service temp. without load 120° C, Brand: ULTRALITE/Makrolon/Lexan Sheet fixing with 60mm Aluminium Alcox top & bottom section Minimum weight 1.1 kg. P. Rmtr. with EPDM Rubber Gasket. Over mild steel Pipe parallel to sloping direction, with silicon sealant to avoid leakage. With end profile, Slop over mild steel sectionand all necessary T&P etc all complete in direction of engineer in charge. (Make Ultralite/ Makrolon/ Lexan) 277 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 278 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 aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm 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 279 Construction ofMaterial Godown 280 Earth work in excavation in foundation in ordinary soil in trenches (loam,clay or sand) including lift upto 1.5m.lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus earth as directed by Eng.incharge with in a distance of 50 m. 281 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. 282 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 283 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) 284 PROVIDING AND LAYING in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:1.5:3(1 Cement :1.5 Coarse sand (Zone-III) derived from natural sources :3 graded sand stone aggregate 20mm nominal size derived from natural sources) 285 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. Concrete of M25 grade with minimum cement content of 330 kg /cumAs in item 4 but for the lighter beams in M-25 286 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. Concrete of M25 grade with minimum cement content of 330 kg /cum 287 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for massconcrete 288 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers andcantilevers with water proof ply 12 mm thick 289 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts 290 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. 291 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) 292 15mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 293 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 294 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. 295 Finishing walls with textured exterior paint of requiredshade : New work (Two or more coats applied @3.28 ltr/ 10 sqm) over and including primingcoat of exterior primer applied @ 2.20 kg/ 10sqm 296 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 297 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes 298 Providing & Fixing of 10mm 4 Wall Opal WhitePolycarbonate Sheet Weight 1.8 Kg. Per Sqmtr.With 50 Micron Both side UV coated to maintain the yellow Index the sheet manufactured under BIS 14443Minimum cold bending radius 1500mm, Heat Transfer Coefficient Ug 2.5 w/m2k Coefficient of thermal 0.065 mm/m C Maximum Service temp. without load 120° C, Brand: ULTRALITE/Makrolon/Lexan Sheet fixing with 60mm Aluminium Alcox top & bottom section Minimum weight 1.1 kg. P. Rmtr. with EPDM Rubber Gasket. Over mild steel Pipe parallel to sloping direction, with silicon sealant to avoid leakage. With end profile, Slop over mild steel sectionand all necessary T&P etc all complete in direction of engineer in charge. (Make Ultralite/ Makrolon/ Lexan) 299 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 300 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 aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm 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 301 BIODIGESTER PLANT 302 Construction of Biogas plant anaerobic digester with complete civil work and water jacket wall (contains round wall,partition wall, top wall, water jacket wall and complete accessories) 303 Providing & Fixing Gas holder fabricate with MS sheet and heavy iron angles and contains standard paints 304 Providing & Fixing Outer central guide frame which is using for moving and rotating gas holder 305 Providing & Fixing Inlet with auto mixer for mixing cow dung and water equal ratio 306 Outlet with brick work 307 Providing & Fixing DG and machine shed for protecting biogas genset and its accesseries 308 Providing & Fixing Complete Gas cleaning system use for gas purification 309 Providing & Fixing 5 kva 100% biogas genset 310 RAIN WATER HARVESTING 311 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. 312 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) Cement mortar 1:6 (1 cement : 6 coarse sand) 313 CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) 314 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) : 3 graded stone aggregate 20 mm nominal size). RCC (1cement : 1.5 corase sand :3 stone aggregate) 315 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform 316 STEEL REINFORCEMENTSteel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Hot rolled deformed bars 317 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, upto 90 metre depth below ground level. 300 mm dia 318 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.150 mm nominal size dia 319 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. 320 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. 321 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 322 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. 323 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp 324 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150mm dia 325 Providing, fixing in position of ISI marked UV stabilized UPVC pipesfor venting , Type-B as per IS : 13592 suitable for rubber ring joints for vertical pipes and solvent cement joints for horizontal pipes, including all neccessary specials and fittings (Make : Finalex/ Astral / Ashirwad)75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 326 Providing and fixing in position pre-cast R.C.C. manhole cover andframe of required shape and approved qualityRectangular shape 600x450 mm internal dimensions 327 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 23mm x 25 mm and overall minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded leg having 2 mm tread on top surface by ribbing or chequering besides necessary and adequated 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 spaecifications and having manufactures 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. 328 BOUNDARY WALL 329 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-incharge.All kinds of soil 330 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 331 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 1.10 times 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 M25 grade with minimum cement content of 330 kg /cum 332 All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum, As in item 6 above but 1:1.5:3 for Footing 333 All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum, As in item 6 above but 1:1.5:3 for Column 334 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. 335 M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick 336 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 337 Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete. 338 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 339 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers 340 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 341 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts 342 SURFACE PARKING & ROAD 343 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-incharge. All kinds of soil 344 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 345 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brushetc. complete as per specifications and directions of Engineer-in charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/ recoverableseparately) 346 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. 347 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shallbe measured for payment). (Precast C.C. kerb stone shall be approvedby Engineer-in-charge). 348 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 349 ENTRANCE GATE WITH GAURD ROOM 350 EARTH WORK 351 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 352 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. 353 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 354 ANTI TERMITE WORK 355 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 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/Lindane E.C. 20% with 1% concentration 356 PCC WORK 357 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 358 RCC WORK 359 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 impairingstrength; 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; Concrete of M25 grade with minimum cement content of 330 kg /cum 360 All works upto plinth level 361 All works above plinth level upto floor V level 362 Providing centering & shuttering including strutting, propping etc. & removal of form including all materials, labour and T & P etc. required for proper completion of work all complete 363 Foundations, footings, bases of columns, etc. for massconcrete 364 Columns, Pillars, Piers, Abutments, Posts and Struts 365 Lintels, beams, plinth beams, girders, bressumers and cantilevers 366 Suspended floors, roofs, landings, balconies and access platform 367 Add for using extra cement in the items of design mix over and above the specified cement content therein. 368 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. 369 STONE / BRICK WORK 370 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) 371 FINISHING WORK 372 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 373 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 374 Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete. 375 Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 376 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 377 DOOR & WINDOW WORK 378 Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position with hold fastlugs or with dash fasteners of required dia & length ( hold fast lugs ordash fastener shall be paid for separately).Second class teak wood 379 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.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 380 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. Frame anchor HRD-C 10x140 381 Providing and fixing glazed shutters for doors, windows and clerestorywindows using 5 mm thick float glass panes, including ISI marked M.S.pressed butt hinges bright finished of required size with necessaryscrews. Second class teak wood35 mm thick 382 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 383 Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm 384 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :(a) 250 mm x 10mm 385 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :(a) 200 mm x 10mm 386 Providing and fixing bright finished brass handles with screws etc. complete:125 mm 387 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. 388 French spirit polishing :Two or more coats on new works including a coat of wood filler 389 Flooring Work 390 40 mm thick rubbed stone flooring over 20 mm (average) thick base ofcement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick,side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixedwith pigment to match the shade of stone and pointing with same mortar. Red sand stone 391 MISSLENIOUS WORK 392 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securingadjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2coarse sand), including making the necessary chases. 393 Providing and laying integral cement based water proofing treatmentincluding preparation of surface as required for treatment of roofs,balconies, terraces etc consisting of following operations: a) Applying aslurry coat of neat cement using 2.75 kg/sqm of cement admixed withwater proofing compound conforming to IS. 2645 and approved byEngineer-in-charge over the RCC slab including adjoining walls upto 300mm 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 byEngineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5(1 cement :5 coarse sand ) admixed with water proofing compoundconforming to IS : 2645 and approved by Engineer-in-charge to requiredslope and treating similarly the adjoining walls upto 300 mm heightincluding rounding of junctions of walls and slabs c) After two days ofproper curing applying a second coat of cement slurry using 2.75 kg/ sqmof cement admixed 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 Engineerin- Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 394 Providing and applying integral crystalline slurry of hydrophilic innature for waterproofing treatment to the RCC structures like retainingwalls of the basement, water tanks, roof slabs, podiums, reservior,sewage & water treatment plant, tunnels / subway and bridge decketc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystallineslurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integralcrystalline slurry : 1 part water) for horizontal surfaces and applyingthe same from negative (internal) side with the help of synthetic fiberbrush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than90% compared with control concrete as per DIN 1048 and resistantto 16 bar hydrostatic pressure on negative side. The crystalline slurryshall be capable of self-healing of cracks up to a width of 0.50mm.The work shall be carried out all complete as per specification andthe direction of the engineer-in-charge. The product performance shallcarry guarantee for 10 years against any leakage.22.23.1 For vertical surface two coats @ 0.70 kg per sqm 395 Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. 396 Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications : Painting 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 397 Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear toughned glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. (Make - Saint gobain/ Asahi/ Modigardian) 398 Providing and fixing aluminium work for doors, windows, ventilatorsand partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved makeconforming to IS: 733 and IS: 1285, fixing with dash fasteners ofrequired dia and size, including necessary filling up the gaps atjunctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically wherever required includingcleat angle, Aluminium snap beading for glazing / paneling, C.P.brass / stainless steel screws, all complete as per architecturaldrawings and the directions of Engineer-in-charge. (Glazing, panelingand dash fasteners to be paid for separately) : For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron) 399 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required all complete as per drawings and the directions of Engineer-in-charge, Powder coated aluminium (minimum thickness of powder coating 50 micron) 400 ELECTRICALINSTALLATIONS IN PROPOSEED GUARD ROOM 401 WIRING POINTS AND SUBMAINS 402 Point wiring in PVC ConduitWiring 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 403 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 404 Circuit / Sub main wiring in PVC conduit :- 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. 405 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 406 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 407 4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire 408 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 409 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 410 20 mm. 411 25 mm. 412 32 mm. 413 S/F light plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 414 S/F power plug point modular type accessories :-Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 415 S/F modular type electronic fan regulator :- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 416 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 417 TELEPHONE, TELEVISION AND DATA NETWORK 418 TELEPHONE WIRING IN EXISTING CONDUIT :- 419 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required 2 Pair 420 S/F MODULAR BOXES, BASE & COVER PLATE :- Supplying and fixing following size / modules, GI box along with modular base & cover plate for modular switches inrecessetc as required1 or 2 Module (75 mm x 75 mm) 421 S/F MODULAR TYPE SWITCH / SOCKET :-Supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc as requiredTelephone Socket outlet 422 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 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 (4 + 12), Double door, horizontal type 423 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, 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 424 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 40 amp 425 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required63 amp 426 G.I.EARTHING 427 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 428 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 429 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 430 ERECTIONOFLIGHTINGFIXTURESANDFANS 431 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 432 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 433 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 434 Providing & Fixing of modular plate type white RJ 45 CAT 6 Data outlet / information outlets ETL verified to meet or exceed TIA / EIA category 6 requirements, universal wiring label permitting to either T568A or T568B, UL listed,for computer networkingcomplete in all respect with cover plate, grid plate, screws, MS box, etc with connections as required.1 nos. RJ 45 Data Outlet 435 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 436 Supplying, fixing, connecting, testing and commissioning of followingrating, ISI marked (IS 8828) 240 / 415 volts, 10 KA, Miniature Circuit Breaker (MCB)of single / double / three / four poles in the existing MCB DB or in existing MS enclosure complete in all respects.25 Amp. TP MCB 437 PLUMBING WORKS 438 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc.a) for 100mm dia pipe. 439 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 440 ELECTRIFICATION & LANDSCAPE LIGHTING 441 Supply & Fixingof’ 5mtr long Antique designed pole with cast aluminium/iron base with galvanizedsteel pipe and decorative top painted with primer then painted with dull finished polyurethane paint fitted with MCB and connectorwith decorative bracket single arm for mounting of 1nos drop down lantern with body made out ofspun aluminium and fitted with poly carbonate diffuser in 110W with built in surge protector and lumn output>110lmn/watt. Design as per Architect in charge.(Make - Twinklelite/ wipro/ K Lite/ Luster) 442 Supplying Testing & Installation of Led Flood Light Luminaire 50WPhilips Make Model - BVP 140 Led 50 CW PSU WH/ Wipro/ Luster etc all complete of direction of engineer in charge. 443 Supplying Testing & Installation ofLed Flood Light Luminaire 100WV Philips Make Model- BVP 142 Led 100 CW PSU WH / Wipro/ Lusteretc all complete of direction of engineer in charge. 444 Supplying Testing & Installation of Garden Spike Light 12W WWMake Philips/ Wipro/ Lusteretc all complete of direction of engineer in charge. 445 Supply and fixing of decorative16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect. 446 Supply and fixing of Solar Light 20 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect. 447 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required 448 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. 449 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brassn nut bolt & spring washer spaced at 50mm) 450 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.6.00 Sqmm 4 Core 451 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.25.00 Sqmm 3.5 Core 452 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.70.00 Sqmm 3.5 Core 453 The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as per direction of Engineer-in-Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only Incoming200 Amp. TPN-1 No Outgoing 100 Amp. TPN-1 No and 63 Amp. TPN-3 Nos. Cat. B. Cubicle Type 454 Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect.40 A TPN 455 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. in the existing trench, complete as required.63 mm dia (OD-63 mm & ID-51 mm nominal) 456 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. in the existing trench, complete as required.90 mm dia (OD-90 mm & ID-76 mm nominal) 457 ERECTIONOFLIGHTINGFIXTURESANDFANS 458 Cost of Solar P.V. Roof (CPWD P.A.R. 2023)

INR 40000 /-

INR 1894900.0 /-

Refer document

FileName	File Description	File Size
Click here to download tender document	Tender Documents	0 KB
Click here to download tender document	Tender Documents	0 KB
Click here to download tender document	Tender Documents	0 KB
Click here to download tender document	Tender Documents	0 KB