BRR : 9463829 Tender for the remaining work (development work and electrification work) of Sanskriti School under construction under CG City Scheme, 1 ROAD WORK 2 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. DSR 16.1 3 Construction of granular sub-base by providing close graded Materialspreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. PWD SOR 4 Providing and laying design mix cement concrete of M-30 grade, inroads/ taxi tracks/ runways, using cement content as per designmix, using coarse sand and graded stone aggregate of 40 mm nominalsize in appropriate proportions as per approved & specified designcriteria, providing dowel bars with sleeve/ tie bars wherever required,laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdyM.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints ( 10 mm wide x 50 mmdeep) by groove cutting machine, providing and filling joints withapproved joint filler and sealants, complete all as per direction ofEngineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement content in M-30 is @ 340 Kg/Cum. Excess/Less cement Used as per design mix is separately.DSR 16.43.2 5 Providing and fixing in position pre-moulded joint filler in expansion joints.DSR 16.45 6 Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level PWD SOR 504 7 PARKING 8 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.DSR 16.1 9 Construction of granular sub-base by providing close graded Materialspreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. PWD 10 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturers specifications & direction of Engineerin-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. DSR 16.91.2 11 Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. DSR 16.63 12 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 coarsesand), 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 shall be measured for payment. (Precast C.C. kerb stone shall be approved by Engineer-in-charge). DSR 16.69 13 DRAIN 14 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.DSR 2.8.1 15 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) : 8 graded stone aggregate 40 mm nominal size)DSR 4.1.8 16 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level DSR 5.33.1 17 Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level PWD 504 18 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand) DSR 13.7.1 19 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR 10.25.2 20 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work DSR 13.61.1 21 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin-charge.DSR 23.9 22 COLUMN UPTO 10 FT 23 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts DSR 5.9.6. 24 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work,including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately) All works upto plinth level DSR 5.37.1 25 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall 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 and the direction of the engineer-in-charge. The product performance shall carry guaranteed for 10 years against any leakage. For vertical surface two coats @0.70 kg per sqm per coat DSR 22.23.1 26 RETAINING WALL 27 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. DSR 2.8.1 28 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. 29 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos emulsifiable concentrate of 20% DSR 2.34 30 Diluting and injecting chemical emulsion for POST-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 E.C. 20% with 1% concentration DSR 2.35.3.1 31 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). DSR4.1.6 32 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1 33 Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 5.9.2 34 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts DSR 5.9.6 35 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 upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.37.1 36 Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 37 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side.The crystalline slurry shall 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 and the direction of the engineer-in-charge. The product performance shall carry guaranteed for 10 years against any leakage. For vertical surface two coats @0.70 kg per sqm per coat DSR 22.23.1 38 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side.The crystalline slurry shall 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 and the direction of the engineer-in-charge. The product performance shall carry guaranteed for 10 years against any leakage. For horizontal surface one coat @1.10 kg per sqm DSR 22.23.2 39 Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. Using rough kota stone. DSR 22.1.1 40 Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge : Using rough Kota stone DSR 22.2.1 41 SKYLIGHT & BRICK WORKS 42 Providing & fixing of roof with multilayer standing seam polycarbonate panel system of 18mm thickness (min) including all standard fixing accessories on top of the supporting structure (paid extra) complete & as per the direction of the engineer in charge. The panels should work on angular daylighting concept with translucent and opaque combination of louvers inside, for better thermal insulations and diffusion of light especially with white and clear combination designed for tropical regions & shading throughout the day for better ambient temperature below the roof. Panels shall have minimum seven layers with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. The entire panel system shall be with a width from min 1200mm. Bigger width and minimal junctions should be preferred for better performance. Panels shall be manufactured with vertical offset standing seam at both sides of the panel. Panels have to be fixed on purlin with snap on connectors with grip lock double tooth locking mechanism and will be secured on MS Structure/ purlins (will be paid separately) with HDSS Fastener and double tooth polycarbonate connector for best stability and having a pull-out load of min 7000N (7KN) tested as per ISO 6892:1998 and IS 1608:2005. Panels cell structure be in truss bridge design or commonly called X structure for better strength and stability. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on polycarbonate panel which have been exposed to UV for a min. of 500 hours as per ASTM G155. Panels shall not have yellowness Index as per ATSMD 1925 of 15 units when tested on a sample exposed to UV for 500 hours as per ASTM G 155. U value shall not be more than 2.0W/m2K as per EN ISO 10077-2:2018. Panel shall be with additional End cp/ Aluminium U/F profile/ Glazing Bar (all mill finish) for ends as required. Trained and factory authorized layout with supervision to complete the entire panel installation as per drawing & direction of the engineering in charge.Colour: as per approval. 43 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 44 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) DSR 6.4.2 45 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) DSR 13.4.2 46 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) DSR 13.5.2 47 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. 48 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) DSR 13.46.1 49 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 DSR 13.62.1 50 CHAIN LINK FENCING 51 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. DSR 2.8.1 52 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. 53 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos emulsifiable concentrate of 20% DSR 2.34 54 Diluting and injecting chemical emulsion for POST-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 E.C. 20% with 1% concentration DSR 2.35.3.1 55 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) : 8 graded stone aggregate 40 mm nominal size) DSR 4.1 56 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1 57 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts DSR 5.9.6 58 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 upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.37.1 59 Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 60 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade DSR 16.70.2 61 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel rimer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes DSR 10.16 62 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 DSR 13.62.1 63 M.S. GRILL WORKS 64 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 steel windows by welding DSR 9.48.1 65 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece DSR 10.5.2 66 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 67 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR 10.25 68 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 DSR 13.62.1 69 BASEMENT WORK 70 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 6 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 71 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos emulsifiable concentrate of 20% DSR 2.34 72 Diluting and injecting chemical emulsion for POST-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 E.C. 20% with 1% concentration DSR 2.35.3.1 73 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). DSR 4.1.10 74 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick DSR 11.26.1 75 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 76 BASKETBALL COURT 77 Concrete Base:-Providing and laying of 75 mm thick PCC, 75mm RCC with 6mm bar, spacing 300 C/C as per slope & level specified by concern federation . 78 Synthetic Specification: -Providing and laying of ITF Classified material. 8 layers System Synthetic Acrylic for Synthetic Basketball Court:-(1 layer) Conrete Primer(2 layer) Resurfacer(3 layer) Cushion Rubber(4 layer) Top CoatWhite Line Marking as per standard 79 Basketball pole fix type 6” round pipe , Projection 2*20 Acrylic board 20mm Malaysia with dunking ring (3 spring) 80 Providing and fixing chain link fencing made with vertical pipe of 50 mm & horizontal 40 mm OD MS pipe frame size of 3 m x 3 m with 2”x2” of 10 SWG hot dip galvanized chain link fencing fixed with nut bolt/wire for ms flat patti and complete with all T&P. 81 Providing and fixing of lighting as per details. Nos of pole-4 nos with 20 ft light, Metel halide light 400 wt on each pole. No of MCB-05 ,cable, junction box with complete fit. 82 SPORTS FACILITIES 83 LAWN TENNIS COURT 84 Concrete Base:-Providing and laying of 75 mm thick PCC, 75mm RCC with 6mm bar, spacing 300 C/C as per slope & level specified by concern federation . 85 Synthetic Specification: -Providing and laying of ITF Classified imported material (AcryCoat Made In Europe)8 layers System Synthetic Acrylic for Synthetic Court :-• (1 Layer) Concrete Primer • (2 layers) Acrylic Resurfacer• (3 layers) Cushion • (2 layers) Top Coat•Line Marking 86 Providing and fixing chain link fencing made with vertical pipe of 50 mm & horizontal 40 mm OD MS pipe frame size of 3 m x 3 m with 2”x2” of 10 SWG hot dip galvanized chain link fencing fixed with nut bolt/wire for ms flat patti and complete with all T&P 87 Providing and fixing of lighting as per details. Nos of pole-4 nos with 20 ft light, Metel halide light 400 wt on each pole. No of MCB-05 ,cable, junction box with complete fit. 88 Pole socket type 80*80 mm , thickness (4 mm) with net 89 SKATING RING 90 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.DSR 16.1 91 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 brush etc. complete as per specifications and directions of Engineer-incharge. (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). DSR 16.75 92 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksDSR 10.25.2 93 Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign mater;al etc. and lining out complete.New work (Two or more coats) DSR 16.47.1 94 HORTRICULTURE AND LANSCAPING 95 Supply and stacking of of good earth at site including royaltyand carriage up to 1 Km DSR 2.2 96 Supply and stacking of sludge at site including royalty and carriage up to 1 Km DSR 2.3 97 Supply and stacking of dump manure from approved source at site including carriage up to 1 Km DSR 2.4.3 98 Rough dressing the trenched ground including breaking of clods DSR 2.5 99 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. DSR 2.6 100 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. DSR 2.7 101 Spreading of sludge, dump manure and or good earth and mixing as per direction of engineer incharge DSR 2.8+2.9 102 Grassing with selection No-1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn. free from weeds and fit for moving and disposal of rubbish as directed DSR 2.10.1 103 Half brick circular treeguard in brick 1.25 m internal dia and of ht 1.20 m above ground and 0.20 m below ground..... DSR 2.15 104 Anti termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge. DSR 2.54 105 Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. DSR 2.56 106 Supply and stacking of Azadirachta indica ( Neem ) plant of height 120- 130cm in big polybag of size 25 cm as per direction of the officer-in-charge DSR 7.5 107 Supply and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge DSR 7.24 108 Supply and stacking of Ficus bengalensis (Bargad) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. DSR 7.28 109 Supply and stacking of Ficus elastica Decora (Rubber plant) plant of height 45-60 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.DSR 7.31 110 Supply and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-incharge DSR 7.63 111 Supply and stacking of Polyalthia longifolia (Ashok) plant of height 180- 195 cm. in gunny bag of size 30 cm as per direction of the officer-incharge. DSR 7.75 112 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge DSR 2.28 113 Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge DSR 2.33 114 Plumbing Detail 115 SANITARY FIXTURES 116 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device(handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. DSR 17.1.1 117 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. DSR 17.78 118 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water ( 250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.. DSR 17.80 119 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. DSR 17.31 120 Providing and fixing toilet paper holder : C.P. brass DSR 17.34.1 121 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single holebasinmixer. 122 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 250 mm. DSR 17.10.1.1 123 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 15mm nominal bore DSR 18.53.1 124 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore DSR 18.51.1 125 Providing and fixing brass stop cock of approved quality : 15 mm nominal bore DSR 18.16.1 126 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with a minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. DSR 17.72 127 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in -charge. MR 128 Providing and fixing of SS coat hook complete in all respect as approved by Engineer In Charge MR 129 Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms.DSR 17.70.1 130 Providing and fixing of SS grab bar complete in all respect as approved by Engineer In Charge MR 131 Providing and fixing urinal partition chinaware complete in all respect MR 132 Providing and fixing of sink mixer complete in all respect. MR 133 Providing and fixing SS labourtory sink as per detailMR 134 Providing and fixing laboratory sink mixer complete in all respect.MR 135 Providing and fixing drinking water sink complete in all respects MR 136 SOIL , WASTE AND VENT SYSTEM 137 Providing and fixing soil, waste and vent pipes-Hubless centrifugally cast (spun) iron pipes as perIS:15905 with stainless steel coupling with EPDM rubber complete in all respectincluding all required fittings: 75 mm dia 138 Providing and fixing soil, waste and vent pipes-Hubless centrifugally cast (spun) iron pipes as perIS:15905 with stainless steel coupling with EPDM rubber complete in all respectincluding all required fittings : 100 mm dia 139 Providing and fixing soil, waste and vent pipes-Hubless centrifugally cast (spun) iron pipes as perIS:15905 with stainless steel coupling with EPDM rubber complete in all respectincluding all required fittings : 150 mm dia 140 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : Hubless : 100 mm inlet and 100 mm outlet DSR 17.60.1 141 Providing and fixing PTMT grating of approved quality and colour. Circular type. 100 mm nominal dia. DSR 18.58.1.1 142 Providing and fixing floor clean out plug consist of CI bend & GI socket heavy class with Brass cap & key for opening male threaded cap etc. including lead caulked to CI pipescomplete in all respects as per drawing / sample approved by Engineer -in -ChargeFCO (floor clean out plug shall be flushed with floor finish: 100 mm dia/150 mm dia 143 Water Supply system 144 Inside Toilets 145 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work. DSR 18.9 146 15 mm nominal outer dia. Pipes. 147 20 mm nominal outer dia. Pipes. 148 25 mm nominal outer dia. Pipes. 149 Distribution lines 150 Providing and fixing of GI Pipes medium class IS :1239 including all required fittings etc. DSR 18.12 151 20 mm dia. nominal bore 152 25 mm dia. nominal bore 153 32 mm dia. nominal bore 154 40 mm dia. nominal bore 155 50 mm dia. nominal bore 156 65 mm dia. nominal bore 157 80 mm dia. nominal bore 158 100 mm dia. nominal bore 159 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :25 to 40 mm nominal bore DSR 18.13.1 160 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :50 to 80 mm nominal bore DSR 18.13.2 161 Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). DSR 18.14 162 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore: DSR 18.17 163 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore. DSR 18.17.2 164 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore DSR 18.17.3 165 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore DSR 18.17.4 166 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 65 mm nominal bore DSR 18.17.5 167 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore DSR 18.17.6 168 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :15 mm nominal bore DSR 18.18.1 169 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore DSR 18.18.2 170 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore DSR 18.18.3 171 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 172 Providing and fixing submrsible vertical drainage sump pumps in sumps including all required valve , fittings etc. complete in all respects. Fully auomatic type with level float control.Status (w+s)1 working + 1 stand bysolid hanldling 40 mm size.discharge 5 lps and head-15 mtr 173 Providing and fixing submrsible vertical sewage sump pumps in sumps including all required valve , fittings etc. complete in all respects. Fully auomatic type with level float control.Status (w+s)1 working + 1 stand by solid hanldling 40 mm size.discharge 5 lps and head-15 mtr 174 RAIN WATER SYSTEM 175 Providing and fixing of HDPE-80 pipes and fittings for rain water pipes complete in all respects. : 100 mm dia 176 Providing and fixing of HDPE-80 pipes and fittings for rain water pipes complete in all respects. : 150 mm dia 177 Providing and fixing of HDPE-80 pipes and fittings for rain water pipes complete in all respects. : 200 mm dia 178 Making of 600x600 mm size khurah complete in all respects including water proofing etc. 179 EXTERNAL SEWARAGE AND DRAINAGE 180 GARDEN IRRIGATION 181 Providing and fixing HDPE pipes conforming to IS:4984 PE 63 Class IV (6 kg/sqcm) including all fittings, e.g.couplings, tees, bends, reducers and screwed adoptors, welded joint as per manufacturers recommendations. 182 a) 32 mm O.D. 183 b) 40 mm O.D. 184 c) 63 mm O.D. 185 Providing and fixing uPVC Schedule 40 pipes conforming to ASTM D-1785complete with uPVC Schedule 40 fittings including necessary cutting of pipes, jointing with HDPE pipe with sadddle fitting completewith testing and commissioning of pipe lines : (a) 1 nominal size 186 Providing and fixing 25 mm brass dia quick coupling valve fitting with auto-close lid, SS spring, brass valve, complete in all respects (Harit model HT-71Bor eq.). 187 Providning and fixing bronze ball valve with screwed female/flangedends with stainless steel valve and spindle, glass fileed tefelon seating and gland packing, quarter turn lever operate full bore design, hydraulically tetsed to 20 kg/sqcm 188 a) 25 mm nominal bore 189 b) 40 mm nominal bore 190 a) 50 mm nominal bore 191 Providing and fixing cast iron flanged wafer type butterfly Valve with quarter turn operation complete in all respects confirming to IS:13095 PN1.0: (a) 65 mm dia 192 Constructing masonry chamber 60x60x75 cms inside with 75 class designation brick work in cement mortar 1:5 (1cement : 5 fine sand) for sluice valve with C.I. cover 500x450 mm R.C.C. top slab 1:2:4 mix (1cement:2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 mix (1 cement : 5 fine sand and 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement and outside plaster finished rough complete as per standard design. 193 Providing and fixing 15 mm N.B. air release valve alongwith FTA I/c 1 no. ball valve for fixing to HDPE pipeline complete 194 Constructing masonry chamber 60x60x75 cms inside with 75 class designation brick work in cement mortar 1:5 (1cement : 5 fine sand) for sluice valve with C.I. surface box 100 mm top dia 160 mm bottom dia and 180 mm deep (inside) with chained lid and R.C.C. top slab 1:2:4 mix (1cement:2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 mix (1 cement : 5 fine sand and 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement and outside plaster finished rough complete as per standard design. 195 SEWERAGE 196 Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressingof sides, ramming of bottom depth upto 1.5 M including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed within a lead of 200 m. [All kinds of soil] : (a) Pipes, cables etc. exceeding 75 mm dia but not exceeding 300 mm dia. 197 Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressingof sides, ramming of bottom depth upto 1.5 M including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed within a lead of 200 m. [All kinds of soil] : (b)Extra over 1 (a) above for excavation over 1.5 m depth . 198 Providing PVC-U sewer pipes confirming to IS:15328 (SN -10 kN/sqcm) with elastomeric sealing ring socket joints complete in all respects: (a) 200 mm OD 199 Providing PVC-U sewer pipes confirming to IS:15328 (SN -10 kN/sqcm) with elastomeric sealing ring socket joints complete in all respects: (b) 250 mm OD 200 Providing PVC-U sewer pipes confirming to IS:15328 (SN -10 kN/sqcm) with elastomeric sealing ring socket joints complete in all respects: (c) 300 mm OD 201 Providing and laying cement concrete 1:5:10 mix (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of PVC-U pipes including bed concrete as per standard design. :(a) 200 mm OD 202 Providing and laying cement concrete 1:5:10 mix (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of PVC-U pipes including bed concrete as per standard design. (b) 250 mm OD 203 Providing and fixing square mouth S.W. gully trap grade A complete with C.I. Grating brick masonary chamber with bricks of class designation 75 and water & gas tight SFRC Cover with frame of 260x260 mm size clear opening, frame of size 390x390 mm with weight of frame to be not less than 10 Kg and cover of size 300x300 mm with weightof cover not to be not less than 9 Kg as per standard design: (a) 180X 150 mm size P type with F.P.S. bricks of class designation 75 204 Constructing brick masonary chamber for underground C.I. Inspection chamber with and bends with 75 class designation bricks in cement mortar 1:5 (1 cement: 5 fine sand) C.I. Cover with frame (light duty) 455X610 mm internal diamensions, total weight of cover with frame to be not less than 38 Kg (weight of cover 23 Kg and weight of frame 15 Kg) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 ( 1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 455X610 mm and 45 cm deep for single pipe line With F.P.S. bricks 205 Extra for depth beyond 45 cm of brick masonary chamber : for 455X610 mm size : With F.P.S. bricks 206 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand)inside cement plaster 12mm thick with cement mortar1:3 ( 1 cement :3 coarse sand ) finished with floating coat of neat cement, foundation concrete 1:3:6 mix ( 1 cement 3 Coarse sand: 6graded stone aggregate 40mm nominal size) and making necessary channelin cement concrete 1:2:4 ( 1cement : 2 coarse sand :4 gradedstoneaggregate 20 mm nominal size ) finished witha floating coat of neat cement all complete as per standard design: 0.91 m deep with SFRC cover and frame ( Heavy duty HD-20 gradedesignation) 560mm internal diameter conforming to IS:12592 total weightof cover and frame to be not less than 182 kg, fixed in cement concrete1:2:4 (1 cement:2 coarse sand :4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (excavation, foot rests and 12 mm thick cement plaster at the surface shall be paid seperately): with F.P.S. bricks class desigantion 75 207 Extra depth for circular type manhole 0.91 m internal dia (at bottom) with beyond 0.91 m to 1.67 m, withF.P.S. bricks class designation 75 208 DRAINAGE SYSTEM 209 Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressingof sides, ramming of bottom depth upto 1.5 M including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed within a lead of 200 m. [All kinds of soil]: (a) Pipes, cables etc. exceeding 75 mm dia but not exceeding 300 mm dia. 210 Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressingof sides, ramming of bottom depth upto 1.5 M including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed within a lead of 200 m. [All kinds of soil]: (b) Pipes, cables etc. exceeding 300 mm dia. 211 Providing PVC-U sewer pipes confirming to IS:15328 (SN -10 kN/sqcm) with elastomeric sealing ring socket joints complete in all respects:(a) 200 mm OD 212 Providing PVC-U sewer pipes confirming to IS:15328 (SN -10 kN/sqcm) with elastomeric sealing ring socket joints complete in all respects:(b) 250 mm OD 213 Providing PVC-U sewer pipes confirming to IS:15328 (SN -10 kN/sqcm) with elastomeric sealing ring socket joints complete in all respects:(b) 300 mm OD 214 Providing and laying cement concrete 1:5:10 mix (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of PVC-U pipes including bed concrete as per standard design.: (a) 200 mm OD 215 Providing and laying cement concrete 1:5:10 mix (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of PVC-U pipes including bed concrete as per standard design.: (b) 250 mm OD 216 Constructing brick masonry manhole with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement:2 coarse sabd : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 ( 1 cement : 4 coarse sand : 8 garded stone aggregate 40 mm nominal size) inside and outside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand ) finished with floating coat of neat cementand making channelsin cement concrete 1:2:4 ( 1cement : 2 coarse sand :4 gradedstoneaggregate 20 mm nominal size ) neatly finished witha floating coat of neat cement all complete as per standard design. (All earthwork and plastic foot rests included): (a) Inside size 90X80 cms and 60 cms deep including SFRC cover with frame (heavy duty) 500 mm dia clear opening 217 Constructing brick masonry manhole with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement:2 coarse sabd : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 ( 1 cement : 4 coarse sand : 8 garded stone aggregate 40 mm nominal size) inside and outside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand ) finished with floating coat of neat cementand making channelsin cement concrete 1:2:4 ( 1cement : 2 coarse sand :4 gradedstoneaggregate 20 mm nominal size ) neatly finished witha floating coat of neat cement all complete as per standard design. (All earthwork and plastic foot rests included): (b) Inside size 120X90 cms and 90 cms deep including SFRC cover with frame (Extra heavy duty) 560 mm dia clear opening. 218 Extra for additional depth of manholes: (a) Size 90X80 cms beyond 60 cms depth 219 Extra for additional depth of manholes: (b) Size 120X90 cms beyond 90 cms depth 220 Constructing brick masonary chamber for underground C.I. Inspection chamber with and bends with 75 class designation bricks in cement mortar 1:5 (1 cement: 5 fine sand) C.I. Cover with frame (light duty) 455X610 mm internal diamensions, total weight of cover with frame to be not less than 38 Kg (weight of cover 23 Kg and weight of frame 15 Kg) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 ( 1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455X610 mm and 45 cm deep for single pipe line With F.P.S. bricks 221 Constructing brick masonary road gully chamber 50X45X60 cm with bricksof class designation 75 in cement mortar 1:5 (1 cement: 5 fine sand) including 500X450 mm precast RCC horizontal grating with frame complete as per standard design:With F.P.S. bricks 222 Making connection of stormwater lines with existing municipal manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete: (a) For pipes 250 to 450 mm diameter 223 FIRE FIGHTING WORKS 224 FIRE FIGHTING 225 Supply, Installation, Testing and Commisioning in trenches the following sizes of M.S. class `C (heavy class) pipes conforming to IS:1239 with accessories like fittings including tees, elbows, reducers, flanges, rubber gaskets, G.I. nuts, bolts and washers and providing 150mm thick fine sand layer all around the pipe, including excavation in all kind of soil, refilling, ramming and removing the excavated surplus material and making good the same complete as required. Providing protection toembedded M.S pipesandfittingsbywrapping allaround 4mm thick pypkote protection including proper overlaps on joints.:(a) 80 mm dia ( 4.85mm thickness) 226 Supply, Installation, Testing and Commisioning in trenches the following sizes of M.S. class `C (heavy class) pipes conforming to IS:1239 with accessories like fittings including tees, elbows, reducers, flanges, rubber gaskets, G.I. nuts, bolts and washers and providing 150mm thick fine sand layer all around the pipe, including excavation in all kind of soil, refilling, ramming and removing the excavated surplus material and making good the same complete as required. Providing protection toembedded M.S pipesandfittingsbywrapping allaround 4mm thick pypkote protection including proper overlaps on joints.:(b) 100 mm dia ( 5.40mm thickness) 227 Supply, Installation, Testing and Commisioning in trenches the following sizes of M.S. class `C (heavy class) pipes conforming to IS:1239 with accessories like fittings including tees, elbows, reducers, flanges, rubber gaskets, G.I. nuts, bolts and washers and providing 150mm thick fine sand layer all around the pipe, including excavation in all kind of soil, refilling, ramming and removing the excavated surplus material and making good the same complete as required. Providing protection toembedded M.S pipesandfittingsbywrapping allaround 4mm thick pypkote protection including proper overlaps on joints.:(c) 150 mm dia ( 5.40mm thickness) 228 Supply, Installation, Testing and Commisioning of butterfly valve suitableforworking pressure 15 Kg/Sqcm.& test pressure 30kg/sqcm with flanges, nut bolts&gasketscomplete required.:(a) 100 mm dia 229 Supply, Installation, Testing and Commisioning of butterfly valve suitableforworking pressure 15 Kg/Sqcm.& test pressure 30kg/sqcm with flanges, nut bolts&gasketscomplete required.:(b) 150 mm dia 230 Supply, Installation, Testing and Commisioning of C.I. dual plate wafer type check valve suitableforworking pressureof15 Kg/Sqcm & test pressure 30kg/sqcm withflanges, Nut, bolts & washers, painting etc.completeas required.:(a) 100 mm dia 231 Supply, Installation, Testing and Commisioning of C.I. dual plate wafer type check valve suitableforworking pressureof15 Kg/Sqcm & test pressure 30kg/sqcm withflanges, Nut, bolts & washers, painting etc.completeas required.:(b) 150 mm dia 232 Supply, Installation, Testing and Commisioning of double flanged flexicon expansion joint with unit control of standard length as per maufacturers specs tested to a pressure of 30Kg/Sqcm including rubber gaskets, flanges, nuts, bolts and washers complete as required.:( a) 65 mm dia 233 Supply, Installation, Testing and Commisioning of double flanged flexicon expansion joint with unit control of standard length as per maufacturers specs tested to a pressure of 30Kg/Sqcm including rubber gaskets, flanges, nuts, bolts and washers complete as required.:(b) 150 mm dia 234 Supply, Installation, Testing and Commisioning ofC.I.`Y strainer with bronzeperforatedsheetbasket includingrubber gasket, flanges, nuts, bolts and washers, complete as required.: (a) 150 mm dia 235 Supply, Installation, Testing and Commisioning of SS single head fire hydrant valvewith80 mm N.B.flangedinlet, brass spindal, one no. 63 mm dia femaleinstantaneousoutlet type. G.M. coupling,blank cap, chain. Conforming to IS:5290.Includingtappingfromwet riser complete as required. 236 Supply, Installation, Testing and Commisioning ofHose pipe, 63 mm diaand15mts long, duly reinforced, rubberlined suitable forbrusting pressurenot lessthan22Kg/Sqcm. conformingtoIS 636-1988type A with gun metal heavy dutyinstantaneous type coupling ( Pairmale&femaleparts) conforming to IS 903. Complete as required. 237 Supply, Installation, Testing and Commissioning of63 mm dia instantaneouspattern branchshort SSpipe,16 mmdia nozzle conforming to IS 903, suitable for inter connection to hose pipe coupling complete as required. 238 Supply, Installation, Commisioning of standard firemans axe with heavy rubber handle. 239 Supply, Installation, Testing and Commissioning ofinletbreaching havingC.I.bodyfourway SS 63 mm diainstantaneousinlets conforming toIS 903fittedwithnon returnvalves, 25 mm diagun metal drain cock, blank cap, brasschains and 150 mm dia flanges with allaccessories suitableforlocal fire tender complete as required. 240 Supply, Installation, Testing and Commissioning ofSS Fire Brigadeadopter assemblywith150mm diaoutlet,suitableforlocalfire tender complete as required. 241 Supply, Installation, Testing and Commissioning of weather proof cabinet of size not less than0.6 x 0.6 x 0.45 mtr made out of M.S. sheet not less than 1.5 mm thick having central opening and 4 mm thick glazed glass doors (Two nos.)suitably markedon the outside with the letters FIRE HOSE including necessary lockingarrangement and painting in red coloursuitableto accomodate, externalyard hydrant valve, 2 nos15 mtrlongHose pipe, branch pipe, nozzle and fire mans axe. It shall be mounted on boundary wall complete as required. 242 Supplying, installation, testing and commissioning of Electric driven Main Fire Pump suitable for automatic operation and consisting of following, complete in all respects, as required :Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520.: Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-F insulation, conforming to IS-325.: M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered with anti vibration pads.2280 lpm at 70 m Head 243 Supplying, installation, testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Diesel Driven Pump): Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required. M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required.Suitable cement concrete foundation duly plastered and with anti vibration pads.: 2280 lpm at 70 m Head 244 Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Jockey Pump) : Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS : 1520.: Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-F insulation, conforming to IS : 325.: M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required.: Suitable cement concrete foundation duly plastered and with anti vibration pads. : 180 lpm at 70 m Head 245 Fabrication, supply, Insallation testing & commissioning of Electrical control panel of cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet, compartmentalised with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, interconnection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering etc. complete in all respect, suitable for main fire pump, pressurisation pump & diesel pump set complete as per CPWD specification with following in coming and Outgoings, suitable for operation on 415V, 3 phase, 50Hz Ac Supply with enclosure protection class IP 42 as required : 246 INCOMING:250A, 50kA 4 Pole MCCB, Ics=100% Icu ratingDigital Voltmeter 0-500V with selector switchDigital Ammeter (0-250 A) with selector swtich & CTs etc:LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set of Copper Bus Bar 300AOUTGOING:( Note : All outgoing feeders for pumps should have digital Ammeter with selector switches, and LED type ON, OFF, trip indicating lamps)Main Fire Pump125 A, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 60 HP pump with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. 247 Jockey Pump : 63 A, 50kA TPN MCCB, Ics=100% Icu, with suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation.DIESEL ENGINE CONTROL 248 Control for diesel engine comprising -Automatic/Manual selctor switch & 3 attempts starting device, timers and relays as required, push buttons, start/stop in manual mode Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indication Battery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0- 20 A DC Ammeter All standard relays and accessories for automatic operation of diesel engine System Controller Designing, Supply, Installation, Testing and commissioning of system controller to control operation of main electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers. Sensors, annunciation window for fault indication, complete as per specification 249 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : 4 way - 150 mm dia M.S. Pipe 250 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. 251 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. 252 FINISHING WORK 253 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. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle,Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) DSR 21.1.1.2 254 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 (minimum thickness of powder coating 50 micron)DSR 21.1.2.2 255 Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge. Pre-laminated particle board with decorative lamination on both sides DSR 21.2.2 256 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.50 mm thickness: DSR 21.3.2 257 Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 125x75x4 mm: DSR 9.95.1 258 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm: DSR 9.96.1 259 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than gradeAC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 300x10 mm: DSR 9.97.1 260 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than gradeAC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm: DSR 9.100.1 261 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.: Twin rubber stopper: DSR 9.101.2 262 Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturers specification.: Two or more coats on new work: DSR 13.42.1 263 Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical locations in load application areas that accommodates multi directional seismic movement without stress to its components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -inCharge. (Material shall conform to ASTM 6063). : Floor Joint of 100 mm gap: DSR 5.44.1 264 Providing and fixing of expansion joint system related with wall joint (internal / external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall conform to ASTM 6063.): Wall Joint of 100 mm gap:DSR 5.45.1 265 Providing and fixing of expansion joint system of approved make and manufacture for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates as per ASTM B221-02. The system shall be such that it provides water tight roof to roof /roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) : Roof Joint of 100 mm gap : DSR 5.46.1 266 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 267 CONNECTING BRIDGE 268 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer allcomplete. DSR 10.2 269 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.: In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR 10.25 270 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 DSR 13.62 271 ROOF SKYLIGHT -18 mm THK POLYCARBONATE SHEET Supply and Installation of polycarbonate multi-layered, Multicell Xfix Connectible modular panel system for, a complete assembly of coextruded UV protected polycarbonate panels incorporated into a complete system. Standing seam polycarbonate panel system of minimum 18 mm thick (Min.) Panels with bigger width will be preferred for reducing number of joints in the roof.Panels shall be with grip lock double tooth lockingmechanism with interlocking connectible connectors running lengthwise at both sides of the panel. Panels shall be fixed on Purlins of MS tructure (will be paid Separately) with self-drilling screws and specialsTrapezoidal Heavy Duty Fastener/ Al- Cleat to ensure a pull-out load of min. 7000N (7KN) testedas per ISO 6892:1998 and IS 1608: 2005. The min width of the panel system shall be 900mm (min.). 272 Panels shall be uniform in color UV protected in combination with seven layers for required lux level, along with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels with morelayers will be preferred for better insulation and improved shading coefficient. Prices includes All accessories including Aluminum profiles with EPDM Gaskets, at alternate edges with taper cutting to achieve the required profile, aesthetics and performance criteria. U value shall not be more than 1.8 Watt/m2K as per EN ISO 1077- 2:2018 and respective third Party test certificate shall be produced before procurement. 273 Panels shall have an X cell structure also called truss bracing design to have more strength and flexibility simultaneously. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on Polycarbonate sheets which have been exposed to UV for a min. of 500 Hours as per ASTM G155.Panels shall not have Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. Panel shall be with additional End cap/Aluminium U/F profile/ Glazing Bar for ends as required. Panel shall be fixed over MS structural steel/MS purlin (paid separately) conforming to the detail technical specifications as per approved architectural drawings. Trained and factoryauthorized labour with supervision to complete the entire panel installation as per drawing and direction of the engineering in charge. 274 LEVELLING 275 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 6 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. SOR 2.31 276 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. SOR 2.32 277 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. SOR 2.33 278 Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.: Beyond 60 cm girth upto and including 120 cm girth: SOR 2.33.2 279 EXTERNALELECTRICAL 280 COMPACT SUB STATIONS - 01 (with OLTC) 281 Supply, Installation, testing and Commissioning of 11 kV / 0.415 KV Compact Sub Station(with OLTC)outdoor plinth mounted type designed for natural cooling having type tested equipment comprising distribution transformers, SF6 insulated VCB compact switchgear (RMU) having metal enclosed robotically sealed/welded stainless steel tank , L T Panel, interconnection between HT switchgear & Transformer using single core cables and Transformer to LT switchgear using Al bus bars/Cables factory built / ready for connection type, otherassociated equipment etc. complete as required conforming to detailed specification. 282 The enclosure shall have modular construction usingG.I. sheets and shall be painted with polyurethane paint from the exterior of approved shade. The enclosure for LT switchgear & HT switchgear shall be provided with IP54ingress protection. The transformer compartment will have IP23 ingress protection. Each compartment will be provided with the door and pad locking arrangement. The Compartment illumination lamp with door operated switch shall be provided for each compartment.Transformer compartment door shall be interlocked with HT breaker.The transformer used shall be specially designed for low losses and shall be hermetically sealed & with corrugated tank. 283 The L T ACB shall have inbuiltmicroprocesor based Over load protection (L), Short Circuit protection (S), Instantaneous Short Circuit protection (I), Earth Fault protection (G), Shunt Trip releases with Ics=Icu=Icw=50 KA for 1 sec, fully rated at 50 deg C ambient temperature with all standard accessories i.e. auxillary switch with 4NO + 4NC contacts, cradle, handle, safety shutter in confirmity with IS:60947 284 L T Panel BUS : 415 Volts, 3 phase 50 HZTPN high conductivity electrolytic Aluminium bus bar of suitable length, SMC / DMC supports, with colour coading and insulated by heat shrinkable sleeves and clip on shrouds for joints. The Maximum allowable temperature for the Bus bar to be restricted to 85 deg C. The temperature rise should be restricted to 35 deg C above design ambient temperature of 50 deg C. 285 The Transformer losses should confirm to IS - 1180 Part-1 (2014) efficiency Level - 2[ 1.86 KW at 50% load & 5.3 KW at 100% load shall not exceeds by 5.0% of the maximum total loss values. 286 The combination of CSS shall be as per details below:- 287 (a) Supply of 3 way 11kV ,3Phase, 50Hz, 3 wire , earthed neutral, Indoor type floor mounted, non extensible, having hinged arc proof cable doors, breaking capacity 18.4 kA,VCB Ring Main Unit enclosed in robotically laser welded stainless steel tank having IP67 degree of protection consisting of following:- 288 (i) 1 Nos. 630Amps Fault making load breaking spring assisted SF6 Ring Switches, fitted with fixed type voltage indicator device as per IEC 61958 along with associated sensor and fault passage indicator.(ii) 2 No. 630Amps tee off spring assisted type vacuum circuit breaker unit with self powered series trip microprocessor based numericalover current and Earth faultrelay for protection, fitted with fixed type voltage indicator device as per IEC 61958, along with associated sensor and fault passage indicator and ring core type protection Current transformer along with LV compartment with Ammeter with selector switches.(iii)Air Insulated Metering panel connected along with above unit , 18.4 kA , 630 amps, having Potential transformer,connected jumpers / Bus Bar, LV Compartment to incorporate Votmeter andEnergy analyser (digital type) consisting of I, V, KW, KWH, KVA, PF, HZ, MDI as per the requirement (at incoming VCB) (Please refer SLD). 289 (b)1 No. 11 KV/415 V, 630 KVA three phase (with %Z is 4.5%) , 50 HZ, DYn11, +10% to -10%in 2.5% equal steps ON LOADTAP CHANGER (OLTC), oil cooled, outdoor mounting type, hermitically sealed, corrugated wall design low loss transformer with Cu winding and standard fittings.(minimum 240 Sq MM HT (E) XLPE AL cable are used for the connectivity between transformer &HT Breaker) 290 LT Bus Bars : 1000 AMP,500 Volts, 3 phase 50 HZTPN. The current density of bus bar shall not exceed1.0 sqmm / Amp 291 Neutral Bus : - Separate 2 nos 32 x 6 mm Copper insulated strip (with conductivity mim 99%) directly connected from neutral point of transformer. 292 (c )Incoming cum Outgoing - 415 VoltL.T. breaker Panel having 1000 Amp FP ACB, 50 kA fixed type, with microprocessor based O/L, E/F, S/C, Inst. S/C releases with CT/PT, ammeter with ASS, Voltmeter with VSS, PF meter, Hz meter, energy enalyser (digital type) consisting of I, V, KW, KWH, KVA, PF, HZ, MDI,phase indicating lamps, On/Offf/Trip indication. 630 KVA Compact Sub Station. 293 DIESEL GENERATING SET 294 Supply, Installation, testing and Commissioning ofSilent type Diesel Generating Set at 0.8 PF, 415 Volts, 50 cycles per second, 1500 rpm, 3 phase, suitable for parallel operation / PLC based synchronization / PLC based load manager, 0.85 load factor including circuit breaker for isolation, sound proof acoustic and weather proof enclosure, residential type silencer (as per CPCB norms-2) fabricated out of CRCA sheet of 16 SWG thickness with 9 tank pretreated before powder coating with ventillation system complete in all respects comprising of the following. 295 Diesel Engine suitable for driving alternator of above rating, compression ignition, 4 stroke cycle, Radiator cooled, turbo charged, battery starting, 1500 RPM, suitable for above output of alternator at 40oC, 50% RH & at 210 M MSL and confirming to BS 5514, BS 649, IS 10000, capable of taking 10% overloading for one hour after 12 hrs of prime continuous loading, complete with all the accessories i.e. tachometer with hour meter, flexible coupling with guard, crank case of steel, crank shaft, conncting rods, electronic governing system, dynamically balanced flywheel, air intake manifold, Air cleaner, anti vibration pads, starter motor, including all other accessories required to complete the system. 296 Instrument Panel - Engine mounted Instrument Panel fitted withand having digital display for followings : 297 Start stop switch with keyWater temperature indicationLubrication oil pressure indication.Lubrication oil temperature indication.Battery charging indicationRPM indicationOver speed indicationLow Lube oil trip indicationEngine hours indication 298 Alternator- Synchronous Alternator of above capacity at 0.8 PF, 3 phase, 415 volts, 50 cycles, 4 wire, 1500 RPM, suitable for operation at 40 deg C, 50% RH & at 210 meter above MSL, capable of taking 10% overlioading for one hour after 12 hrs of prime continuous loading, brushless, self excited, self regulated through AVR, continuous duty confirming to IS 4722, BS 2613 suitable for tropical conditions, class H insulation, including terminal box suitable for cable termination as required. 299 Note : - Alternator should have with all other accessories as per specified in Technical specfications. 300 Base Frame - Both the engine and alternator shall be mounted on suitable base frame made of MS channel which shall be installed on cement concrete foundation and vibration isolating arrangement as per recommendations of manufacturer.Inbuilt Fuel tank ofstandard capacity complete with inlet and outlet connections, oil indication gauge, drain plug, air breather, fuel transfer system for automatic fuel refilling system with pump, piping, valves, level indicators etc. complete.Daily service Fuel tank of990 liters capacity fabricated out of 2 mm thick MS sheet complete with inlet and outlet connections, oil indication gauge, drain plug, air breather, provision for fuel transfer system,level indicators and all standard accessories etc. as required.Exhaust Silencer - Exhaust manifold with residential silencer.The D G set should be supplied with required hardware for external PLC based auto load management system.Starting system - 24 Volt DC starting system comprising of starter motors : voltage regulator and arrangement for initial excitation complete with 12/24 Volts suitable nos. lead acid type batteries of suitable AH.Ventillation System - Arrangement for fresh air intake for cooling of the engine & alternator, extraction, discharging hot air into the atmosphere as per standard specifications. 301 550 KVA 302 Supply, Fixing, testing and Commissioning of Exhaust gas piping system ofClass `B MS pipe as per IS:1239 for upto 150 mm dia and for 200 mm dia & above MS pipe as per IS:3589 with welded joints, cut to required lengths with necessary bends, fittings, flanges, painting over primer coat, with mineral wool / rock wool insulation of minimum 75mm thick of 150 Kg per cu M density on all sides of exhaust pipe, with chicken mesh wrapping and 26 SWG aluminium sheet cladding complete as required. The aluminum foil should be tightly cladded to insulation surface of pipe. The aluminum cladding shall be locked with sheet metal screws with other sections of aluminium foil.The measurement shall be doneon the basis of centre line. (Stack height should be in accordance with emission regulations of CPCB, which will gowell above the top most terrace) The exhaust piping system should be suitable for upto 550oC temperature, the surface temperature of exhaust pipe shall not exceed more than 60oC. (The rates are exclusive of support structure) (Note - Final size of exhaust pipe will beconfirmed by the DG vendor after calculating the actual back pressure and submit the same to client / consultant for approval): 300 mm dia (wall thickness - 4.85 mm) (for 625 KVA DG sets) 303 Supply & fixing of SSBellow of following diameter : 300 mm dia(for 500 KVA DG sets) 304 Supply & fabrication ofD G exhaust pipe supports by M.S angle iron of size not less than 100 x 50 mm x 6/8 mm duly grouted in the wall through minimum 8 mm thick plate and with suitable MSangle / channel iron structure. The entire MS support structure should be painted by 2 coats of anti corrosive paint over primer coat of approved shade and make. The design of support to be duly approved by the Structural Consultant / Architect before fabrication and installation. 305 FUEL PIPING 306 Providing and fixing in position the following MSpipes classC (As per IS : 1239) cut to required lenghts and installed with screwed joints including providing and fixing in position the necessary fittings like elbows, tees and reducers, sockets, MS supports and accessories including digging and refilling earth where required for buried pipes / suspended from ceiling including pipe hanger / clamped from wall including hardware complete as per site requirement.: 25 mm NB MS pipes (IS: 1239, 4.0 mm thick) 307 Providing & fixing of hand lever operated forged brass body full way ball valve type isolating valve having forged brass hard chrome plated mirror finish ball, steel handle with PVC grip, teflon seat, screwed ends tested to a pressure of 10 kg/sqcm suitable for HSD complete.:25 mm nominal bore 308 Supply, installation, testing and commissioning of Fuel Level sensor (for Low & high level) 309 MAIN LT PANEL & SUB DISTRIBUTION PANELS 310 Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings,instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete withsuitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. 311 INCOMING-800 Amp. MCCB-1 Nos.OUTGOINGS -1 nos. 200 AMPS TP MCCB. (25 KA)2 no. 100 AMPS TP MCCB. (25 KA)2 nos. 63 AMPS TP MCCB. (25 KA)1 nos. 200 AMPS TP MCCB. (25 KA) (for spare)1 nos. 100 AMPS TP MCCB. (25 KA) (for spare)1 nos. 63 AMPS TP MCCB. (25 KA) (for spare) 312 AUTOMATIC POWER FACTOR CORRECTION PANEL(CAPACITOR PANEL) 313 Supply, Installation, testing and commissioning of 14 SWG CRCA sheet steel fabricated cubical type 200 KVAR A P F C Panel consisting of 5 / 10 / 15 / 20 / 25 / 50 KVAR at 415 Volts (rated voltage of bank shall be 440 Volts) capacitor units in tier formation, housed in an integrated cubicle type automatic switching ON and OFF control panel, floor mounting, dust &vermin proof, front operated construction, enclosure class - IP 52, powder coated after proper treatment with 9 tank process with top/bottom removable gland plates, as required, double compression type cable glands, earth bus, hinged and lockable doors to achieve dust and vermin proof complete with all inter connections small wiring by min. 2.5 sq. mm. copper wires, ckt labels etc. The Aluminium Bus Bar shall be of suitable length, 500 volts, 3 phase 50 Hz TPN, electrolytic aluminium as per IS 8623All outgoings MCCBs shall be thermal-magnetic based with inbuilt O/L & S/C release.All MCCBs shall be Ics = 100% Icu, with rotary handle & pad locking arrangement, with adjustable O/L & S/C trip setting as per load requirement. All TP MCCB shall be with heavy duty solid isolable neutral link. The breaking capacity specified is Ics value. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmeter, selector switches, CTs, PTs, etc 314 Capacitor duty contactors should be used for switching individual capacitor banks.The fault withstanding capacity of panel & its control gear shall be min. 25 KA rms for 1 sec.Each section of capacitor panel shall have Verticle hood & exhaust fans for ventilation purpose.The capacitor panel shall be integrated with the main L T Panel as per schematic diagram 315 INCOMINGIncomer circuit breaker has been included in the main panel.1 set- 3 CTs , ratio 600/5A Class 1.0 accuracy 15 VA burden formetering.1Nos- (0-600A) digital Ammeter with selector switchMicro processor based automatic power factor control relay (3phase) (including power factor meter) in 9 steps for automaticcut off or add on capacitor units to keep the power factor at0.95 with variation of loads. All associated auxiliary contactors /relays shall be provided with in the scope of work.Phase indicating lamps with HRC fuses, and indicating in eachcapacitor chamber unit to indicate On/Off status of capacitorunit.BUS BARS600 AMP, 500 Volts, 3 phase 50 HZ TPN high conductivityelectrolytic Aluminium bus bar with conductivity on min 57 to58% of suitable length, SMC / DMC supports, with colourcoding and insulated by heat shrinkable sleeves and clips onshrouds for joints. The current density of bus bar shall beminimum 1.0 sq mm / amp.The Maximum allowable temperature for the Bus bar to berestricted to 85 deg C. The temperature rise should berestricted to 35 deg C above ambient temperature. 316 OUTGOINGS -2 nos. of 125 AMPS TPN 25 KA MCCB and 150 amps AC3 dutycontactor with 50 KVAR heavy duty MPP type at 415 Vcapacitor bank (rated Voltage 440 Volts) , auto-manual selectorswitch, start stop push button for manual operation includingon/off indicating lamps and delay timer complete.2 nos. of 63 AMPS TPN 25 KA MCCB and 80 amps AC3 dutycontactor with 25 KVAR heavy duty MPP type at 415 Vcapacitor bank (rated Voltage 440 Volts) , auto-manual selectorswitch, start stop push button for manual operation includingon/off indicating lamps and delay timer complete.1 no. of 63 AMPS TPN 25 KA MCCB and 80 amps AC3 dutycontactor with 20 KVAR heavy duty MPP type at 415 Vcapacitor bank (rated Voltage 440 Volts) , auto-manual selectorswitch, start stop push button for manual operation includingon/off indicating lamps and delay timer complete.1 no. of 40 AMPS TPN 25 KA MCCB and 50 amps AC3 dutycontactor with 15 KVAR heavy duty MPP type at 415 Vcapacitor bank (rated Voltage 440 Volts) , auto-manual selectorswitch, start stop push button for manual operation includingon/off indicating lamps and delay timer complete.1 no. of 32 AMPS TPN 25 KA MCCB and 40 amps AC3 dutycontactor with 10 KVAR heavy duty MPP type at 415 Vcapacitor bank (rated Voltage 440 Volts) , auto-manual selectorswitch, start stop push button for manual operation includingon/off indicating lamps and delay timer complete.1 no. of 16 AMPS TPN 25 KA MCCB and 20 amps AC3 dutycontactor with 5 KVAR heavy duty MPP type at 415 V capacitorbank (rated Voltage 440 Volts) , auto-manual selector switch,start stop push button for manual operation including on/offindicating lamps and delay timer complete.1 SET 200 KVAR CAPACITOR PANEL 317 Electrical Panel-1 (Block-1)Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamberetc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only.INCOMING-400 Amp. MCCB-1 Nos.OUTGOINGS -100 AMP MCCB 2 nos.63 AMP MCCB 8 nos.40 AMP MCCB 8 nos.63 AMP MCCB 1 no. (spare)40 AMP MCCB 1 no. (spare) 318 Electrical Panel-2 (Block-2)Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall beseparate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving andmounted on non hygroscopic supports such as CMC/BMCsupport withdeteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only.INCOMING-200 Amp. MCCB-1 Nos.OUTGOINGS -100 AMP MCCB 2 nos.63 AMP MCCB 5 nos.40 AMP MCCB 6 nos.63 AMP MCCB 1 no. (spare)40 AMP MCCB 1 no. (spare) 319 Electrical Panel-3 (Block-3)Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and otherparameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. SOR-2018 813 (E)INCOMING-400 Amp. MCCB-1 Nos.OUTGOINGS -100 AMP MCCB 2 nos.63 AMP MCCB 8 nos.40 AMP MCCB 8 nos.63 AMP MCCB 1 no. (spare)40 AMP MCCB 1 no. (spare) 320 Electrical Panel-4 (Block-4)Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall beseparate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMCsupport with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. SOR-2018/ 812 (C)INCOMING-200 Amp. MCCB-1 Nos.OUTGOINGS -100 AMP MCCB 2 nos.63 AMP MCCB 6 nos.40 AMP MCCB 6 nos.63 AMP MCCB 1 no. (spare)40 AMP MCCB 1 no. (spare) 321 Electrical Panel-5 (Block-5)Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall beseparate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMCsupport with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. SOR-2018/813(E)INCOMING-400 Amp. MCCB-1 Nos.OUTGOINGS -100 AMP MCCB 2 nos.63 AMP MCCB 6 nos.40 AMP MCCB 6 nos.63 AMP MCCB 1 no. (spare)40 AMP MCCB 1 no. (spare) 322 Lighting Panel for Basement :Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall beseparate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMCsupport with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. SOR-2018 / 811 (C)INCOMING-100 Amp. MCCB-1 Nos.OUTGOINGS -63 AMP MCCB 2 nos.40 AMP MCCB 5 nos.63 AMP MCCB 1 no. (spare)40 AMP MCCB 1 no. (spare) 323 UPS O/G Panel:Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall beseparate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as perIS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMCsupport with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. SOR-2018/811 (C)INCOMING-100 Amp. MCCB-1 Nos.OUTGOINGS -63 AMP MCCB 2 nos.40 AMP MCCB 2 nos.40 AMP MCCB 18 no.25 AMP MCCB 18 no.40 AMP MCCB 1 no. (spare)25 AMP MCCB 1 no. (spare) 324 CO2 Gas Flooding System For Main LT PanelSupply, installation, testing and commissioning of Polymer Tube Detection based CO2 Gas Flooding System For Main LT Panel, Consisting of the following components: CO2 Cylinder, 4.5 kg capacity, complete with all necessary CO2 Gas, fittings, support and accessories, connected with Valve (with manual release facility). 325 CO2 Cylinder, 2.5 kg capacity, complete with all necessary CO2 Gas, fittings, support and accessories, connected with Valve (with manual release facility). 326 Filling adopter 327 D/I Adopter for converting the indirect valve to function as Direct System. 328 FET End of Line adapter with Pressure gauge for Automatic fireuppression tube used for fitting at the end of the tube for pressurizing and re pressurizing the tube. Fitting made by brass (plated / unplated), Stainless steel, Elastomeric Sealings, Copper Nickle plated, Temperature range TS -20 Deg C till + 60 Deg C, Maximum working pressure 25 Bars, made as per PED Pressure Equipment Directives. 329 Pressure Switch to monitor Pressure drop in the tube, switchpoint 11 Bars. 330 Flexible Polymer Detection Tube made by special modified Polyamide (PA), Color Red, High grade quality, UV Stabilized, Inner diameter 4mm, Outer Diameter 6 MM, Melting Point approx. 220 degrees Celsius when heating up with 10 K/minute, Steady load tested upto max. 80° C. The lowest operating temperature is stipulated at minus 40°C. Service Pressure 20 Bar, Burst Pressure at 20 Deg C approx 120 Bars, Release Temperature : Rapid heat increase in temperature at 20 bars pressure approx 150 Deg to 180 Deg C (Without Flame) 331 Master Control Unit for connecting each system with electronic hooters and productivity input to Scada /Fire Alarm system including all necessaries +electrical wiring to make each entire system functional.(Indeginous) 332 Containing all required fitting and fixing 333 Installation & Commissioning Charges includes complete setup of the system, Installation of Cylinders on specially designed brackets, Laying of sensor tubes using tube attachments and Cable ties, fixing end of line plugs and end of line adapters, pressurizing tube @ 15-18 Bars using Nitrogen pressurizingagent. 334 Supplying and fixing and connection of the following rating, four Pole MCCB (25 KA), 415 volts, at the incomer / outgoing in seperate enclosure, complete with connections, testing and commissioning etc. as required : 100 AMP FP MCCB (25 KA) micro processor based. 335 (VI) INVERTORSupply, installation, testing and commissioning of on lineUPS with builtin parallal redundancy, as per following detailsTechnology : Micro processor based controls, True on line,Double conversion type, should have cold start facility.Input :- (mains / local D G set compatibility)a) Voltage : 415 V / 3 Phaseb) Voltage Variation : - 20% to + 20%c) Input Frequency : 50 Hz.d) Frequency Variation : + 10%e) Automatic phase sequence correction facilityOutput :-a) Voltage : 230 V / 1 Phase, 415 V / 3 Phaseb) Voltage Variation : + 1%c) Frequency Variation : 50 Hz. + 0.1%Overall Efficiency : > 90%Charger : Should have built in charger to suit systemrequirement.Battery type : Sealed Maintenance Free - SMF (Global Yuasa /Exide)Battery Backup = 15 min.External battery backup will be usedDisplay : Should have LCD display with event logging facility.Upgradeability : Should be upgradeable to work as parallelredundant UPS in load sharing mode.Software Communication : Should have SNMP (Simple NetworkManagement Protocol) compatibilityRating : 30 KVA 336 SUB-HEAD - 1 : S/F MODULAR TYPE SWITCH / SOCKET & SUBMAINS 337 Supplying & fixing suitable size Gl box with modular plate and cover in fronton surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required.DSR 1.57 338 Wiring for circuit/ submain wiring along with earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed medium class PVC conduit asrequired. DSR 1.14 339 2 X 6 sq. mm + 1 X 6 sq. mm earth wire (DSR 1.14.4) 340 2 X 16 sq. mm + 1 X 6 sq. mm earth wire(DSR 1.14.6) 341 4 X 6 sq. mm + 2 X 6 sq. mm earth wire(DSR 1.14.9) 342 4 X 10 sq. mm + 2X6 sq. mm earth wire(DSR 1.14.10) 343 SUB-HEAD - 2 : DISTRIBUTION BOARDS & CIRCUIT BREAKERS 344 S/F of surface / flush mounting SPN Distribution board with additional metal door without MCB complete in all respects as directed at site by Engineer-in-charge. a) 12 WAYS CAT A (UPSOR 1025(A) 345 S/F of surface/flush mounting TPN distribution board with additional metal door without MCB complete in all respect as directed at site by Engineer-in-charge.. (a) 4 WAYS CAT A (UPSOR 1026 (A) 346 S/F of surface/flush mounting TPN distribution board with additional metal door without MCB complete in all respect as directed at site by Engineer-in-charge.. 6 WAYS : CAT A (UPSOR 1027(A) 347 S/F of surface/flush mounting TPN distribution board with additional metal door without MCB complete in all respect as directed at site by Engineer-in-charge.. : 8 WAYS: CAT A (UPSOR UPSOR 1028(A) 348 Supply & fixing of 6/10/16/20/25/32 amp. SP MCB (10 KA) : CAT A(UPSOR 1002 349 Supply & fixing of 63 Amp DP MCB (10 KA) :CAT A : UPSOR 1011 350 S/F of 63 amp FP MCB (10 K.A.) :CAT A : UPSOR 1020 (A) 351 S&F and making connection of 63A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge.UPSOR 394 352 S&F and making connection of 63 Amp. 4 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. UPSOR 398 353 Supply and fixing danger board fabricated from 10 gauge M.S. Sheet as per I.E. Rules. UPSOR 1109 354 S&F single pole MCB blanking plate UPSOR 1034(B) 355 SUPPLY AND LAYING OF CABLES & ACCESSORIES 356 Supply and laying of ISI marked aluminium conductor PVC / XLPE insulated armoured, served, sheathed cable 1100 volts grade at 750 mm below ground level over a cushion of 75 mm thick sand around & protected with brick on sides & top on surface the cable run shall be fixed on M.S. clamps etc. of suitable size complete in all respect. The armouring of the cable shall be properly connected with the earth conductor byclamps etc UPSOR (501) 357 6 sqmm 3 core 358 10 sqmm 4 core 359 16 sqmm 4 core 360 25 sqmm 3 1/2 core 361 35 sqmm 3 1/2 core 362 50 sqmm 3 1/2 core 363 95 sqmm 3 1/2 core 364 120 sqmm 3 1/2 core 365 150 sqmm 3 1/2 core 366 185 sqmm 3 1/2 core 367 240 sqmm 3 1/2 core 368 300 sqmm 3 1/2 core 369 deduct in above item when cables is passed through G.I/M.S. or Hume pipe in road crossing or along the wall.The cost of the G.I. pipe,hume pipe is to be extra when and where required. 370 Supply fixing of plam or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connections etc. complete in all respects as per direction of Engineer-in-charge (UP SOR 504) 371 6 sqmm 372 10 sqmm 373 16 sqmm 374 25 sqmm 375 35 sqmm 376 50 sqmm 377 70 sqmm 378 95 sqmm 379 120 sqmm 380 150 sqmm 381 185 sqmm 382 240 sqmm 383 300 sqmm 384 Supply and fixing brass nickle plated compression glands for PVC insulated armoured, served, sheathed cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth conductor UPSOR 503 385 6 sqmm 3 core 386 10 sqmm 4 core 387 16 sqmm 4 core 388 25 sqmm 3 1/2 core 389 35 sqmm 3 1/2 core 390 50 sqmm 3 1/2 core 391 95 sqmm 3 1/2 core 392 120 sqmm 3 1/2 core 393 150 sqmm 3 1/2 core 394 185 sqmm 3 1/2 core 395 240 sqmm 3 1/2 core 396 300 sqmm 3 1/2 core 397 Supply of ISI marked Copper conductor PVC insulated cable as per IS 1554 armoured, served, sheathed 1100 volts grade. : 25 sqmm 1 core 398 Laying and testing of aluminium / copper conductor cable PVC / XLPE insulated armoured, served, sheathed 1100 volts grade. On surface the cable run shall be fixed by GI clamps etc. of suitable size or on existing cable tray or inside existing RCC / HDPE DWC pipe complete in all respect .The armouring of the cable shall be properly connected with the earth conductor including fixing of palm or pin type copper tin plated cable socket (lug) / end terminations to the cable leads, insulating with tape and making connections with brass / nickle plated flame proof double compression glands, providing cable tags complete in all respect upto the satisfaction of Engineer-incharge. (The supply of terminations and glands shall be under seperate item): (a) 25 sqmm 1 core 399 Supply and laying of ISI marked Copper conductor PVC insulated control cable as per IS 1554 PVC sheathed 1100 volts grade. On surface the cable run shall be fixed by GI clamps etc. of suitable size or on existing cable tray complete in all respect .The armouring of the cable shall be properly connected with the earth conductor including fixing of palm or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connections complete in all respect including end termination, double compression glands, supply of clamps, lugs, tape etc complete upto the satisfaction of Engineer-incharge. Armoured 400 6 x 2.5 sq mm armoured (DG to Main LT panel interfacing) 401 12 x 2.5 sq mm armoured (2 runs DG controlling) 402 12 x 2.5 sq mm armoured ( For Transformer contro wiring) 403 2 x 4 sq mm armoured (for Battery charging) 404 Supply of 3 core stranded aluminium conductor 11 KV grade XLPE (E) (Cross linked Polyethylene) insulated PVC bedded, Galvanised flat steel strip armoured cable confirming to IS : 7098 (part II with latest amendments) a) 240 sq. mm 3 core 405 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of grade exceeding 1.1 KV but not exceeding 11 KV of following size in the existing masonry open duct etc. as required.a) Size exceeding 120 sq. mm. But not exceeding 400 sq. mm. 406 Supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required. a) 240 sq. mm 3 core 407 Supplying and making Outdoor cable end termination with heat shrinkable jointing kit complete with all accessories includinglugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required. a) 240 sq. mm 3 core 408 CABLE TRAY 409 Supply and erection of Perforated type cable trays made out of prefabricated Galvanized sheet steel including tees, bends, crossings, reducers, couplings to be laid in cable trenches or installed over head on wall or hanged from ceiling including all neccessary supports, brackets at every 1500 mm c/c, grouting, levelling, suspention and fixing arrangements, dash fastners, G.I. nuts & bolts complete in all respects.: The support for 1000mm, 900 mm and 750 mm wide cable tray will be by 50 x 50 x 6 mm MS angle, for 600mm and 450 mm wide cable tray will be by 40 x 40 x 5 mm MS angle, for 300mmwide cable tray will be by 32 x 32 x 5 mm MS angle, for 150mmwide cable tray will be by 25 x 25 x 4 mm MS angle. 410 900 mm (W) X 50 mm (H) X 2 mm (T) 411 750 mm (W) X 50 mm (H) X 2 mm (T) 412 600 mm (W) X 50 mm (H) X 2 mm (T) 413 450 mm (W) X 50 mm (H) X 2 mm (T) 414 300 mm (W) X 35 mm (H) X 1.5 mm (T) 415 150 mm (W) X 35 mm (H) X 1.5 mm (T) 416 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplersetc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.. 417 90 mm dia (OD-90 mm & ID-76 mm nominal) (DSR 14.16.2) 418 160 mm dia (OD-160 mm & ID-135 mm nominal) DSR 14.16.4) 419 MISCELLANEOUS ITEMS EXTERNAL ELECTRICAL 420 Providing and fixing M.V. danger notice plate of 200 mm x 150 mm made of mild steel, 2 mm thick and vitreous enamelled painting white on both sides, and with inscription in single red colour on front side as required . DSR 2.21) 421 Providing and fixing H.V. danger notice plate of 250 mm x 200 mm made of mild steel, 2 mm thick and vitreous enamelled painting white on both sides, and with inscription in single red colour on front side as required . DSR 2.22 422 S/F of shock treatment chart (prescribed under I.E.rules) duly framed with glass and supported from back with hard board with supply of all material labour T & P etc for proper completion of work. (Approx front area = 1.20 sq M) UPSOR 1134 423 Supply and fixing of Fist aid box as approved by Indian red cross conforming to IS : 2217. 424 Supply of rubber gloves of 11 KV grade as per IS : 4770. 425 Supply and fixing of cable route maker as directed by Engg-incharge. UPSOR 505 426 Supply and laying of 1800 mm x 900 mm x 20 mm thick chequered rubber matting of tested quality. to withstand 30 KV dielectric strength as per IS 15652 complete in all respects. (For LT Panels) UPSOR 1136 427 Supply and laying of 1800 mm x 900 mm x 20 mm thick chequered rubber matting of tested quality to withstand 45 KV dielectric strength as per IS 15652 complete in all respects. (For 11 KV Panels) UPSOR 1136 428 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required.a) 300 mm dia. DSR 14.14.4 429 Supply and erection of pregalvanized Ladder type cable trays made out 25mm x 75mm x 25mm x 2.5mm GI Section all along (as runner) and 20mm x 30mm x 20mm x 2.5 mm GI Section (as rungs) at every 250mm interval c/c including tees, bends, crossings, reducers, couplings to be laid over head on wall or hanged from ceiling including all neccessary supports, brackets (50x50x6 MS Angle) at every 1500 mm c/c, grouting, levelling, suspention and fixing arrangements, dash fastners, G.I. nuts &bolts complete in all respects. 430 900 mm (W) X 75 mm (H) 431 750 mm (W) X 75 mm (H) 432 EARTHING 433 BODY / SAFETY EARTHING (FOR BODY OF ALL ELECTRICAL EQUIPMENTS LIKE RISING MAINS, TRANSFORMER, DG SETS,LIFTS ETC. 434 Maintenance Free Earting : - Supply of Low carbon high tensile Copper Bonded Ground rods having min 250 micron of copper coating . The diameter of Rod should be 19 mm with the length of 3000 mm . The ground rod should be UL approved and tested from CPRI. The earthing include 400 mm square C.I. frame with hinged cover, masonry housing including excavation and back filling.The Rod should be surrounded with Earth Enhance compound of 25 Kg tested as per IEC 62561-2 for the rod & IEC 62561 -7 for compound. (borh are of same manufacturer) Exothermic welding shall be used for connection between main electrode (copper bonded rod) and copper strip of size 32 x 6 mm. Further GI strips from equipments shall be connected to Copper strips by means of special bi-matellic connector (i.e. stainless steel). please refer submitted drawing. 435 Providing & fixing 25mm x 5mm G.I. strip on surface, in recess or in ground including connections etc. as required (LT Panel,Cable Trays & Elevator). DSR 5.15 436 Providing & fixing 32mm x 6mm G.I. strip on surface, in recess or in ground including connections etc. as required (Pig tail) UPSOR 717 437 Providing & fixing 50mm x 6mm G.I. strip on surface, in recess or in ground including connections etc. as required (SubstationGrid) 438 NEUTRAL EARTHING 439 Maintenance Free Earting : - Supply of Low carbon high tensile Copper Bonded Ground rods having min 250 micron of copper coating . The diameter of Rod should be 19 mm with the length of 3000 mm . The ground rod should be UL approved and tested from CPRI. The earthing include 400 mm square C.I. frame with hinged cover, masonry housing including excavation and back filling.The Rod should be surrounded with Earth Enhance compound of 25 Kg tested as per IEC 62561-2 for the rod & IEC 62561 -7 for compound.(borh are of same manufacturer) Exothermic welding shall be used for connection between main electrode (copper bonded rod) and copper strip of size 32 x 6mm. please refer submitted drawing. 440 Providing & fixing 32mm x 6mm insulated Copper strip on surface, in recess or in ground including connections etc. asrequired. 441 SOLAR PLANT 442 ON-Line Solar Photovoltaic system plant including suitable rating Poly crystalline Silicon PV Modules having a efficiency of minimum 15% (without any power export arrangement), String combiner box, DC Distribution board etc. complete as required. Scope of work also includes supply, installation of GI structure, (80 micron) in suitable section complete with all accessories and hardware including civil work as required at site for mounting PV panels.: 15 kWp SET 170 415 V, 3 phase, 50 Hz AC power string inverter (Grid intractive) with stand & all protection and controls having overall efficeiency of not less than 95%. : 15 kWp (nominal) SET 171 AC distribution board made of 2 mm CRCA sheet, power coated having IP55 degree of protection (for indoor installation) for terminating 415 V, 3 phase, 50 Hz power suppled from inverter complete height with following multifunction: - Digital multifunction meter (EM 6400 of Schnieder or equal) - 40 Amp TPN MCB (10 KA) - Phase indicating lamps. SET 1Lighting Arrestor SET 1Surge Protector SET 1 443 STREET / EXTERNAL LIGHTING 444 Supply & fixing of 20 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 4 mm. Top dia minium 150 mm, Bottom dia 410 mm base plate 32 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 to 12 luminaries & its control gear boxes 1.5 HP power tool moter, 3 point suspension system with steel wire rope 8 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect.(UPSOR 653) 445 Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 170 to 200 Watt. Confirming to IP 66 protection complete in all respect.Category AAA (UPSOR 1455) 446 Supply and fixingof LED Street light Fitting having die cast aluminium body and diffuserwith driver set suitable for 45 watt to 50 Watt. Confirmingto IP 65 and above protectioncomplete in all respect.Category AAA (UPSOR 1443) 447 Supply and fixingof 3 Watt LED Path / Walkover luminaire having powder cotated die cast aluminiumbody with drive set . Confirming to IP 65 and above Protection complete in all respect.Category AAA (UPSOR) MR 448 Supply and fixingof 3 Watt to 4 Watt LED Spot/Spike light Confirming to IP 65 and above Protection complete in all respect. Category AAA (UPSOR 1441) 449 Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 and above protection complete in all respect.Category AAA 450 Supply & fixing of 6 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with Single arm bracket 1 Mtr length in 1:2:4 RCC foundation bolt including the cost of foundation,excavation & back filling and Required T&P completee in all respect. 451 Supply installation, testing and commissioning of 3x2.5 sqmm flexible fire retardant copper connecting wire of required length from MCB in cable junction box of pole to luminaire along with MCB & Connector complete as required. 452 Supply & burrying of 40 mm dia x 4.50 m long G.I. pipe vertically for earthing having 12 mm dia holes spaced 75 mm apart drilled upto 2 meter brom the bottom complete with one earthing lead of no. 6 to 8 SWG G.I.wire in 15 mm dia. GI pipe upto switch board (from apron to switch mm dia. GI pipe upto switchboard (from apron to switch board the cost of GI pipe & GI wire will be extra), 300 mm square C.I. box with hinged cover, masonary housing alternate layer of charcoal/coke and salt atleast 150mm thick alround etc. as per the direction of engineer in-charge complete in all respect. 453 Supply & burrying of 600mm x 600 mm x 6.0 mm G.I. plate, vertically for pole earthing with its top at least 3 m below ground level complete 20mm dia. G. I. pipe and funnel for watering and one earthing lead of no. 8 to 10 SWG G.I.wire in 15 mm dia. GI pipe upto switch board (from apron to switch mm dia. GI pipe upto switch board (from apron to switch board the cost of GI pipe & GI wire will be extra) 300 mm square C.I. box with hinged cover, masonary housing alternate layer of charcoal/coke and salt atleast 150mm thick alround etc. as per the direction of engineer in-charge complete in all respect . 454 Supplying & Laying of one number 8 SWG G. I. wire in 15 mm. dia. G. I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T & P and other material required for proper completion of the work as directed at site. 455 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. 456 INCOMER : 457 f (ii) 40 AMP TPN MCB (10 KA) 458 e (ii) 25 AMP TPN MCB (10 KA) 459 OUT GOINGS : 460 4 nos. 6-32 AMP DP MCB (10 KA) 461 24 nos. 6-32 AMP DP MCB (10 KA) 462 Supply of ISI marked aluminium conductor XLPE insulated cable as per IS 7098, armoured, served, sheathed 1100 volts grade. 10 sqmm 3 core 463 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Size not exceeding 35 sq. mm. 464 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation and refilling the trench etc. as required, but excluding sand cushioning and protective covering. Size not exceeding 35 sq. mm. 465 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/HUME/METAL pipe etc. as required. Size not exceeding 35 sq. mm. 466 Supply and laying of ISI marked aluminium conductor PVC / XLPE insulated armoured, served, sheathed cable 1100 volts grade at 750 mm below ground level over a cushion of 75 mm thick sand around & protected with brick on sides & top on surface the cable run shall be fixed on M.S. clamps etc. of suitable size complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. e) 6 sqmm 3 core 467 Deduct in above item when cables is passed through G.I/M.S. or Hume pipe in road crossing or along the wall.The cost of the G.I. pipe,hume pipe is to be extra when and where required.

BRR : 9443251 Tender For Development Of Tourism Office At Distt. Deoria, 1 TOURIST FACILITATION CENTER (Civil) 2 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. Excavation by Manual means [Special tools] 3 From Lvl. 0.00 To 1.50 Mtr 4 Filling of carted earth. 5 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8Km from the site of work and including watering, dressing etc. Rate to include cost of all materials, labour, T&P etc. required for proper completion the work. 6 Concrete with 4cm. Gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour, tools and plants etc. required for proper completion the work. 7 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete 8 (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm 9 (4)Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. 10 Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying excludingthe cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately.R.C.C. work Upto plinth Lvl.(M-25) 11 R.C.C. work in Footing 12 R.C.C. work in Column 13 R.C.C. work in Beam 14 Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying excludingthe cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately.R.C.C. work Upto Above Lvl.(M-25) 15 R.C.C. work in Lintel 16 R.C.C. work in Slab 17 R.C.C. work in Beam 18 R.C.C. work in Column 19 M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, T & P etc reqiored for proper completion of the work. 20 Providing machine made Wire Cut Bricks where edges are sharp and borders are straight and Size of8.5x 4x3having Smooth surface finish with Compression Strength should be less than 105 kg/sq cm and Water absorption should not exceed 20%. Thickness of 230mm wall 21 Providing machine made Wire Cut Bricks in Arches where edges are sharp and borders are straight and Size of8.5x 4x3having Smooth surface finish with Compression Strength should be less than 105 kg/sq cm and Water absorption should not exceed 20%. Thickness of 230mm wall 22 Extra for forming cavity 42 cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. ties 460 mm long of 25x3 mm section at not less than 3 ties per sqm as per approved design. 23 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) 24 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 1:4 (1 cement :4 coarse sand) 25 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 26 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 27 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 28 Upto Plinth Lvl. 29 Above Plinth Lvl. 30 15mm thick cement plaster on rough side of single or half brick wall of mix in 1:4 (cement & coarse sand) in plinth. 31 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 6 coarse sand 32 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 sand 33 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 34 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily..Double charge vitrified tile polished finish of size Size of Tile 600 x 600 mm 35 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 36 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily..Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm 37 Providing and fixing three-layer construction, wooden plank/engineered Wood size185—200 mmX 2000-2426 mmof 3 strip oak with a total thickness of 15 mm and a wear layer thickness of 3.5mm should be resandable up to 2 to 3 times. Surface Treatment: Matt/ Ultra matt Lacquer, Core: Pine/ Spruce/ Alder. Joint: Woodloc 5S, fifth-generation locking system, Moisture Content as per EN 13183: 7%, Reaction to fire as per EN13501-2:1 Dfl- s1CARB 2 compliant, Biological Durability as per EN350-2 Class1 confirming to strict quality and environment norms. It should be certified by PEFC, FSC, Blue Angel, and Real Wood.Matching Accessories like skirting & profile with,. Installation should be done by a trained and authorized team on Zero level of the hard surface .Make-Kahrs, Armstrong 38 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 39 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 40 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. 41 Granite of any colour and shade (Area of slab upto 0.50 sqm) 42 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of anysize as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 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: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoiningwalls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. 44 (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”:With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 45 Supply & fixing of flush doors commercial quality conforming to IS : 2202 Part I (1983) including fixing of wooden cleats & stoppers & including fixing & adjustment of hinges, bolts locks, handles, springs & other fittings but excluding their supply & including painting with two coats of black Japan paint on all iron fitting. Fitting with necessary screws to be supplied departmentally. 46 35 mm thick. 47 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 48 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 49 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 50 In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works 51 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 52 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDMgasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) 53 Note: For uPVC frame, sash and mullion extruded profilesminus 5%tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 54 Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). 55 Float glass panes 56 5.0 mm thick glass panes (weight not lessthan 12.50 kg/sqm). 57 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 58 Providing and fixing to existing door frames. 59 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelleddoor shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturatedpolyester resin, moulded to 3 mm thick FRP laminate forforming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. 60 Supply and fix powder coated Aluminium louvered door double leaves type overall size as per drawing for maintenance opening in the service area ,with all required fixing angles, bolts, welding including1’ wide Aluminium Louvers of approved shade in door Including allaccessories required for installation of the louvers, painting and priming and all required as per drawings and Engineer instructions in charge 61 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give aneven 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 62 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 63 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 64 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :Two coats. (For Internal wall surface & ceiling) (Asian Paint or equivalent) 65 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 66 Supply and Laying a water soluble penetrative solution for waterproofing of masonry building material & Nano technology based as it provides molecular level hydrophobicity to inorganic substrate .The product is based on organosilicon chemistry, hence reacts with the inorganic substrate surface, seals the surface uto a depth of 2-3 mm and provides long service life where Nano size allows penetration deep into substrate that provides 20+ years water repellency.(Zycosil/Pratt & Lamber or Equivalent) including cost of all materials, labour tools and plants etc. required for proper completion of the work. 67 Providing & fixing stainless steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc complete. 68 (a) 300mm x 16mm 69 P/Fixing stainless steel tower bolts ISI marked to required colour or shade with necessary screws etc. 70 (a) 250 mm x 10mm 71 (b) 200 mm x 10mm 72 Providing & fixing stainless steel handles ISI marked to required colour or shade with necessary screws etc. complete. 73 125 mm 74 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 75 Providing & laying of light cinder filling under floor of toilets & other sunken roofs. 76 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. 77 Construction of drain along with apron. 78 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). for ACP & STRUCTURAL GLAZING WORK 79 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: 80 a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: 81 b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. 82 c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. 83 d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. 84 Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm” 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml” 85 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. 86 The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm 87 (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 88 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. 89 Providing & fixing mineral fibre false ceiling tiles at all height of size 595 x 595 mm. of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 85% Thermal Conductivity k = 0.052- 0.057 w/m K, Fire performance as per (Bs 476 pt - 6 & 7) in true horizontal level suspended on interlocking T-Grid of hot dipped all around galvanized iron secion of 0.33mm thick (galvanized @ 120 gsm) 90 comprising of main T-Runners of 15x32mm of length 3000mm, cross T of size 15x32mm of length 1200mm and secondary intermediate cross T of size 15x32mm of length 600mm to form grid module of size 600x600mm suspended from ceiling using galvanized mild steel item (galvanised @ 80 gsm) 50mm long 8 mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2mm, spaced at 1200mm centre to 91 centre along main T. The system should rest on periphery walls/ partitions with the help of G.I. perimeter wall angle of size 24x24x3000mm made of 0.40mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450mm centre to centre & 40mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyster baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. 92 With 16 mm thick beveled tegular mineral fibre false ceiling tile 93 Centering and shuttering including strutting, propping etc. and removal of form for 94 Foundations, footings, bases of columns, etc. for massconcrete 95 Suspended floors, roofs, landings, balconies and accessplatform 96 Lintels, beams, plinth beams, girders, bressumers andcantilevers 97 Columns, Pillars, Piers, Abutments, Posts and Struts 98 Providing, Suppling & fixing of cultural Terracotta tile mural work of 20mm thick inspired from the extraction of Ramayana and the Local Tangible context as per architect incharge. 99 FIRE FIGHTING WORKS 100 Providing laying, testing & commissioning of C class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. (EXTERNAL WORKS) 101 150 mm dia. 102 100 mm dia. 103 80 mm dia. 104 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 105 150 mm dia. 106 100 mm dia. 107 80 mm dia. 108 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 109 150 mm dia. 110 100 mm dia. 111 80 mm dia. 112 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904as required : 113 2 way - 100 mm dia M.S. Pipe (Siamese Connection) 114 4 way - 150 mm dia M.S. Pipe 115 TOTAL OF SUBHEAD-I 116 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in allrespects, as required: (Terrace Pump) 117 (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 118 b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-F insulation, conforming to IS-325. 119 (c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required. 120 (d) Suitable cement concrete foundation duly plastered and with anti vibration pads. 121 900 lpm at 35 m Head 122 450 lpm at 35 m Head 123 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. (for terrace booster pump) 124 Providing & fixing of start/stop push buttons including complete connection etc. as required. (for terrace booster pump) 125 Providing and fixing in position the industrial type pressuregauges with gun metal / brass valves complete as required (for terrace booster pump) 126 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 127 150 mm dia. 128 100 mm dia. 129 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 130 150 mm dia. 131 100 mm dia. 132 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 133 80 mm nominal bore 134 100 mm nominal bore 135 150 mm nominal bore 136 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : 137 Single headed Gunmetal 138 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 139 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 140 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 141 40 m 142 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : 143 Gun metal 144 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : 145 Gun metal 146 Providingandfixing standard fire mans axe with heavy duty insulated rubber handle. 147 Providing of FHC Door made of 16 gauge MS Sheet with frame of size 105x70mm complete door and frame assembly including all hardwares (Concealed Flush handle,Allen Key Lock, MS Hinges, 5mm Thick Float glass) & accesories . The door to be painted with fire resistance paint. The scope shall also include the painting of the frame with the same paint as the shutter or complete as per direction of Engineer-in-charge.(Approx. size of door:900mm Wide & 1500mm Height) 148 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. 149 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. 150 Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 151 Supply and fixing of fire extinguisher, ABC Type 6.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 152 Providing and fixing Fire related signages printed on photoluminescent U1000 aluminium sheet of 1.0 mm (+-10%) containing Lumigen II as base chemical, covered under UV stablized coating and of appropriate sizeincluding fixing on wall, door, ceiling etc. with proper clamps, hangers, cleats, anchor fasteners etc. complete in all respects as directed by Engineer-in-charge. 153 TOTAL OF SUBHEAD-III 154 FIRE FIGHTING PANEL 155 Fabricating & Supply, installing, testing and commissioning ofsheet steel clad floor mounting control panel having suitable size for control of 1 nos. booster pumps 9.3 KW/12.5HP each having suitable incoming MCCB, incoming voltmeter with selector switch and fuses. Star delta starter with hand reset overload cum single phase preventor type relay, Ammeters to read current in any one phase, alarm with reset push button which will automatically reset for the next cycle.(As per the Technical Specifications)(At Terrace floor) 156 Fabricating & Supply, installing, testing and commissioning ofsheet steel clad floor mounting control panel having suitable size for control of 1 nos. booster pumps 5.5 KW/7.5HP each having suitable incoming MCCB, incoming voltmeter with selector switch and fuses. DOL Starter with hand reset overload cum single phase preventor type relay, Ammeters to read current in any one phase, alarm with reset push button which will automatically reset for the next cycle.(As per the Technical Specifications)(At Terrace floor) 157 Supply, installation , testing & commissioning of XLPE insulated and PVC outer sheathed Aluminium conductor armoured cable of 1.1 KV grade confirming to IS : 7098:1988 (with upto date amendments) of following sizes. 158 3 Core, X 10 sqmm. 159 3 Core, X 6 sqmm. 160 Supplying and making end termination with brass compression gland & Al.lugs for following sizes of PVC insulated, PVC sheathed/ XLPE Al.conductor cables of 1.1 KV grade as required. 161 3 Core, X 10 sqmm. 162 3 Core, X 6 sqmm. 163 Supplying and laying control wiring with multicore copper stranded conductor of following sizes PVC insulated, PVC sheathedarmoured cable between various sensors and system controller/starter etc.in pump house & out side on surface/existing cable tray complete with connections at both end with glands etc.as required 164 4 x 2.5 sq.mm 165 2 x 2.5 sq.mm 166 Supplying and installing following size of perforated pre-painted M.S.cabletrayswithperforationnotmorethan17.5%,in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 167 150 mm width x 50mm depth x 1.6 mm thickness. 168 FIRE ALARM SERVICES 169 Supplying, installation, testing & commissioning of main control and indicating panel made out of 16 SWG MS sheet to accommodate the following items duly powder coated in approved colour with louvers for ventilation, locking arrangement, audio and visual indication for fire alarm and public address system, monitoring system including connections, interconnections etc complete as required. 170 6 zone panel for fire alarm system 171 100 watt amplifier racks suitable for operation on 230V AC/24V DC supply conforming to IEC-268-3 complete with all Talk back master station with LED PTT (press to talk) push button for operation on 230V AC/24 V DC supply conforming to IEC-268 for simplex mode of operation/communication suitable for 20 Nos.talk back unit -1 set. 172 Annoucement control desk suitable for selection of different zones selectively and ON ALL CALL switch with visual indication etc., complete as required- 1 set. 173 Amplifier change over switch for inter changing amplifier- 1 No. Monitor panel for loudspeaker complete output selector ON/OFF switch, fuse visual indications etc. complete as required- 1 No. 174 Gooseneck microphone with stand and ON/OFF switch -1 No. Mains ON/OFF switch, fuse indication lamps, DC and AC voltmeters & ammeters terminal blocks etc. complete as required -1 set. 175 Battery charger trickle cum boost to take complete load of fire alarm & PA system complete with all accessories including providing & fixing of 2 nos. 12 volt,30 AH each sealed maintenance free batteries -1 set. 176 Supplying, installation, testing & commissioning sector panel suitable for following zones, complete with visual indications for short circuit fault, open circuit fault, fire condition and all other standard facilities as per IS:2189 with mimic diagram for all area/zone covered, complete with all connections, interconnections as required. 177 4-Zone Panel. 178 6-Zone Panel. 179 10-Zone Panel. 180 Supplying, installation, testing & commissioning of smoke detector with builtin LED and mounting base complete with all connections etc. as required. 181 Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required. 182 Supplying, installation, testing & commissioning of manual call boxes of MS construction in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required. 183 Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in M.S. box (16 SWG) with hinged cover plate & suitable for operation with amplifier i/c line matching transformer etc. complete asrequired. 184 Supplying, installation, testing & commissioning talk back slave station in surface/recess suitable for operation on simplex mode complete with P.T.T. knob & speaker/microphone enclosed in a M.S.(16 SWG)/ ABS box with break glass in front etc. complete as required. 185 Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required. 186 INTERNAL W/S & SANITATION WORK 187 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 188 W.C. pan with ISI marked white solid plastic seat and lid 189 Providing and fixing white vitreous chinaextended wall mounting type water closet of size 780x370x690 mm of approved shape including providing & fixing white viterous china cistern with dual flush fittings of flushing capacity 3 litre / 6 litre ( adjustable to 4 litre / 8 litres ) includung seat cover & cistern fittings nuts , bolts and gaskets etc complete. 190 Providing & fixing toilet paper holder 191 C.P. brass 192 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 193 Providing and fixing Jaquar Make Hand Shower (Health Faucet) with 8mm Dia,1.2 Meter Long Flexible Tube & Wall Hook of quality and make as approved by Engineer - in - charge. 194 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 195 White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 196 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- 197 (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 198 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 199 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 200 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 201 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 202 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern & jet) 203 15 mm nominal bore 204 Providing and fixing uplasticised PVC connection pipe with brass unions : 205 45 cm length 206 15 mm nominal bore 207 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 208 100 mm diameter 209 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 210 15 mm nominal bore 211 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 212 15 mm nominal dia 213 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 214 600 mm long towel rail with total length of 645 mm, width78 mm and effective height of 88 mm, weighing not lessthan 190 gms. 215 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 216 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required 217 Kitchen sink with drain board 218 510x1040 mm bowl depth 200 mm 219 Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete 220 Flexible Pipe 221 32mm Dia 222 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 223 15mm nominal bore 224 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 225 15mm nominal bore 226 Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. 227 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (Including C.I. trap for standard urinal with vent arm with operating and other couplings in C.P.brass: 50 mm dia) 228 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. 229 Granite Stone of approved shade 230 Providing and fixing of Kent Elite Plus Water Purifier (RO+UV+UF+TDS Control) with flow rate (50L/hr)including all its accessories, complete in all respect including testing etc. 231 Providing and fixing of Water Cooler (Voltas Make) including all its accessories, complete in all respect including testing etc. 232 Providing and fixing of storage type (pressurised type) electrichot water heater copper sheet container, 25 mm thickinsulation, stove enamelled M.S. jacket thermostatically controlled immersion heater with pilot neon lamp, suitable length of electrical cable and 15 amp 3 pin plug top, complete in all respect including testing etc. 233 Capacity 25 Liters 234 TOTAL OF SUBHEAD-I 235 SUB HEAD-II-WATER SUPPLY 236 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 237 Concealed work, including cutting chases and making good the walls etc. 238 For Internal Toilet 239 15 mm nominal outer dia Pipes 240 20 mm nominal outer dia Pipes 241 25 mm nominal outer dia Pipes 242 32 mm nominal outer dia Pipes 243 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 244 Internal work - Exposed on wall 245 20 mm nominal bore 246 25 mm nominal bore 247 32 mm nominal bore 248 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 249 Terrace loop & Tank Filling Pipe 250 40 mm nominal bore 251 50 mm nominal bore 252 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 253 40mm diameter pipe 254 50mm diameter pipe 255 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 256 40mm diameter pipe 257 50mm diameter pipe 258 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 259 For vertical pipe connection with terrace ringmain 260 20 mm nominal bore 261 25mm nominal bore 262 32mm nominal bore 263 40mm nominal bore 264 50mm nominal bore 265 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 266 25 to 40 mm nominal bore 267 50 to 80 mm nominal bore 268 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./H.P.H.D. plastic ball. 269 40 mm nominal bore, 206 mm long, weighing not less than 690 gms 270 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 271 Providing, Fixing, Testing & Commissioning of XLPE Insulation of 9mm thickness on hot water supply pipes. Astral orequivalent approved complete in all respect as directed by Engineer-in-charge. 272 15mm dia (9 mm thickness) 273 20mm dia (9 mm thickness) 274 Supply, fixing, testing and commissioning of following Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve - IP65CB - 230VAC, as per specifications:- 275 Lehry Make Automatic OHT Level Control System Consist of Following Items 276 1) LEHRY Make On-Off Type Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve with CI Body & SS Disc 2) Level Float Switch- 5M 3) Control Box (a) IP 65 Finishing(250 x 160 x 115)mm (b) LED Lamps: Tank FULL, Tank EMPTY, Power (c) Power supply toggle switch (d) Accepts 230V Single Phase power supply and provides 24VAC to float switch and 230VAC to valve coil. (e) Accepts NO/NC feedback from float switch. 277 40mm 278 Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mmof suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks. 279 25mm dia. 280 32mm dia. 281 40mm dia. 282 50mm dia. 283 65mm dia. 284 80mm dia. 285 100mm dia. 286 150mm dia. 287 200mm dia. 288 250mm dia. 289 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. 290 110 mm dia (for rain water) 291 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 292 Single Push Fit Coupler 293 110 mm dia 294 Single tee with door 295 110x110x110 mm 296 Plain bend 87.5 deg 297 110 mm dia 298 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 299 110 mm dia 300 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 P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 301 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 302 All kind of soil 303 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 304 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 305 100mm dia SWpipe 306 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 307 Internal Toilet (Soil & Waste Pipe) 308 75 mm 309 110 mm 310 Exposed on Wall (Soil & Waste Pipe) 311 110 mm 312 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. 313 Bend without door (45°) 314 75mm 315 110mm 316 Bend without door (87.5°) 317 75mm bend 318 110mm 319 Y Fitting without door 320 75mm 321 110mm 322 Single Tee without door 323 75mm 324 110 mm 325 Single Tee with door 326 75mm 327 110 mm 328 Bend with door (87.5°) 329 75mm 330 110 mm 331 Clean Out Plug (COP) 332 75mm 333 110 mm 334 Reduced Y Fitting without door 335 110mm x 75mm 336 Reduced Tee with door 337 110mm x 75mm 338 Coupler 339 75mm 340 110mm 341 Vent Cowl 342 110mm 343 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 344 For Wash basin & Urinal 345 32mm dia. Pipe 346 50mm dia. pipe 347 Elbow (45°) 348 32mm 349 50mm 350 Elbow (90°) 351 32mm 352 50mm 353 T fitting 354 32mm 355 50mm 356 Coupler 357 32mm 358 50mm 359 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 360 110mm x 75mm x 50mm/40mm (Toilet) 361 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 362 110mm x 75mm (Toilet & Kitchen) 363 Providing and fixing PTMT grating of approved quality and colour. 364 Rectangular type with openable circular lid 365 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 366 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 367 150 x 100mm size P-type 368 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 369 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 370 100 mm diameter 371 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 372 All kind of soil 373 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 374 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 375 100mm dia SWpipe 376 INTERNAL ELECTRIFICATION WORKS 377 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. 378 Group - B 379 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 380 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required 381 Group -A 382 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. 383 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 384 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 385 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 386 2 X 6 sq. mm + 1 X 4 sq. mm earth wire 387 2 x 10 sq.mm + 1 x 6sq.mm. earth wire 388 2 x 16 sq.mm + 1 x 6sq.mm. earth wire 389 4 x 6 sq.mm + 2 x 6 sq.mm. earth wire 390 4 x 10 sq.mm + 2 x 6 sq.mm. earth wire 391 4 x 16 sq.mm + 2 x 6sq.mm. earth wire 392 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 amps modular switch, connection etc. as required. 393 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 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 394 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). 395 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. 396 Wiring for light/ power plug plug with 2 X 4 sq. mm FRLC PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FRLC PVC insulated copper conductor single core cable for loop earthing as required 397 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 398 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 399 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 400 5/6 A switch 401 3 pin 5/6 A socket outlet 402 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 403 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 404 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 405 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 406 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 407 Upto 450 mm sweep 408 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 409 Supply of surface/Recessed mounting 2x2 feet 36W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 410 Supply of surface mounting 2x2 feet 24 to 30W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 411 Supply of LED 4ft 2x20W LED Tube light with a nominal system lumen output of 4000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 3000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 42W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor Make Jaguar LUNI01X220XW, Philips / BAJAJ or Eq. 412 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 413 Supply of Surface mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 414 Supply ofSurface mounting round 12 Watt 15 Watt ,suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect 415 Supply of Surface mounting square 20 Watt , suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 416 Supplying of Bulkhead type light fitting complete with, wire guard, holder, electronic ballast 1 x 10 W lamp including connections etc.Including connection with 1.5 sqmm FRLS PVC insulated copper conductor as required. 417 Supplying of LED mirror light luminaire with 10Wwatt complete with electronic ballast, lamp including connection etc. complete as required, Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 418 Supply of LED Flood light 50 Watt , suitable for 24Hr Continuous Operation, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70, CCT 3000K, complete in all respect, 419 Supplying and fixing brass batten/ angle holder including connection etc. as required. 420 Supplying of 9 Watt 4 Star LED Wall Light Blub complete in all respect. 421 Supplying of 9 Watt Decorative LED Wall Light complete in all respect. 422 MACTY SURFACE DOWNLIGHT Divinity Sarface Macty Up and Down Light Outdoor Fixture (IP-65) Optical system=LensWattage=2x10WLumen=1600lmCCT=3000KCRI>80Beam Angle=12° /24° / 36° / 60°Driver=Non Dimmable Material=Aluminium Dia castingStandard Lifetime=L70Minimum 50000 HoursFinish=BlackDimension=Dia=100mm,H=100mm 423 Supply, Installation, Testing and Commissioning of LED RGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver andapable of operating at line voltage without any separate power supply from 100 to 270 V AC, 50 Hz, power factor > 0.9 . Fixture shall be suitable to operate at ambient temperature range of -10°C to +50°C and shall be IP 65 and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 424 Supply and Fixing 24 Wattage Burial UNIIn Ground- Burial ip68 waterproof BBP343 LED2400/1800/WW 24W/18W 20D 100-240V (Philips/Siems/or Equivalent) 425 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 426 Supplying, erection, connecting, testing and commissioning of 400 mm Wall Fancomplete in all respect. 427 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 428 300mm EXHAUST FAN 429 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required 430 63 A,25KA,FP MCCB 431 100 A,30KA,FPMCCB 432 125 A,36KA,FPMCCB 433 160 A,25KA,FP MCCB 434 200 A, 36KA,FPMCCB 435 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 436 6 Way Double Door 437 8 way, Double door 438 12 way, Double Door 439 16 way, Double Door 440 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) 441 4 Way Double door 442 6 way Double door 443 8 way Double door 444 12 way Double door 445 Supplying and fixing following way surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TP DB is normally used where 3 phase outlet are required.) 446 4 way (4 + 12), Double door 447 8 way (4 + 24), Double door 448 Supplying and fixing TP/FP sheet steel enclosure on surface/ recess. Suitable for upto 125 A 415 V MCCB complete with connections, testing and commissioning etc. as required. 449 Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 450 40 amps SP MCB 451 40 amps DP MCB 452 63 amps DP MCB 453 40 amps TP MCB 454 63 amps TP MCB 455 40 amps 4P MCB 456 63 amps 4P MCB 457 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 458 40 amps 459 63 amps 460 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 461 40 amps 462 63 amps 463 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required. 464 25 amps 465 40 amps 466 63 amps 467 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 468 Single pole 469 Double pole 470 Triple pole 471 Triple pole and neutral 472 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 473 Supplying and fixing 1P LCD Energy Meter 5-30A with BOX 474 Supplying and fixing 3Ph 4 W kWh Dir base mtg 240V 10- 60 A Energy Meter 475 Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A C curve, SP, MCB, 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. 476 Supplying and fixing DP sheet steel enclosure on surface/ recessalong with 25/32 A 240 V C curve DP MCB complete withconnections, testing and commissioning etc. as required. 477 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. 478 90 mm dia (OD-90 mm & ID-76 mm nominal) 479 Supply, installation, testing and commissioning of electrical panel, 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 2.0mm 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 adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCBs to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. 480 The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. 481 The minimum clearances between bus bars shall be as follows : 482 Phase to phase - minimum 20mm 483 Phase to neutral-minimum 15mm 484 MAIN PANEL 485 Same as above item but following mountings. 486 INCOMER:- 487 One (1) No 160 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity with thermal Magnetic release 488 Metering : 489 1 Set of CTs one of 160/ 5Amp ratio for Multifunction Meter 490 One (1) Set of Phase Indication Lamp. 491 Bus Bar : 492 One (1) No.200 Amp.TPN aluminimum bus bar of suitable length. 493 Outgoing : 494 Phase indication lamps on each outgoing to be provided. 495 40 Amps 4P MCCB of 25KA (Ics=Icu)Breaking Capacity- 6 No 496 63 Amps 4P MCCB of 25KA (Ics=Icu)Breaking Capacity- 2 No 497 10 Amps DP MCB of 10KA (Ics=Icu)Breaking Capacity- 2 No 498 2 Nos.Space & Spare 499 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 500 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 etc. (but with charcoal or coke and salt) as required. 501 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 502 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 brass nut bolt & spring washer spaced at 50mm) 503 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) 504 Providing and Fixing 6 SWG dia G.I. Wire on surface or in recess for connection etc. as required. 505 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. 506 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 507 Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes: 508 2 Pair (4 core) 509 Providing, laying, connecting and testing of multi-core telephone unarmoured cable of conductor size 0.5mm dia annealed copper conductor PVC insulated PVC sheathed jelly filled (as per DOT specification) cable along wall or ceiling or through existing pipe. 510 100 Pair telephone cable 511 20 Pair telephone cable 512 10 Pair telephone cable 513 5 Pair telephone cable 514 Providing, fixing connecting and testing of under noted size of solderless telephone tag block Krone make in surface/recess in wall required size of M.S. box with hinged lockable cover duly stove enamel painted. 515 5 Pair tag block 516 10 pair tag block 517 20 pair tag block 518 100 pair tag block 519 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. 520 20mm dia PVC conduit 521 25mm dia PVC conduit 522 32mm dia PVC conduit 523 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required 524 1 or 2 Module (75mmX75mm) 525 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 526 Telephone socket outlet 527 TV antenna socket outlet 528 Bell Push 529 RJ-45 Data Socket outlet 530 Supplying and fixing call bell/ buzzer suitable for single phase,230 V, complete as required. 531 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 532 1 run of cable 533 Providing, laying, connecting and testing of unarmoured TV cable RG-6 PVC insulated cable along wall or ceiling or through existing pipe. 534 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 535 Up to 35 sq.mm. 536 Above 35 sq.mm. and up to 95 sq.mm. 537 Above 95 sq.mm. and upto 185 sq.mm. 538 Above 185 sq.mm. and up to 400 sq.mm. 539 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, rotective covering and refilling the trench etc as required 540 Up to 35 sq.mm. 541 Above 35 sq.mm. and up to 95 sq.mm. 542 Above 95 sq.mm. and upto 185 sq.mm. 543 Above 185 sq.mm. and up to 400 sq.mm. 544 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering. 545 Up to 35 sq.mm. 546 Above 35 sq.mm. and up to 95 sq.mm. 547 Above 95 sq.mm. and upto 185 sq.mm. 548 Above 185 sq.mm. and up to 400 sq.mm. 549 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering. 550 Up to 35 sq.mm. 551 Above 35 sq.mm. and up to 95 sq.mm. 552 Above 95 sq.mm. and upto 185 sq.mm. 553 Above 185 sq.mm. and up to 400 sq.mm. 554 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 555 Up to 35 sq.mm. 556 Above 35 sq.mm. and up to 95 sq.mm. 557 Above 95 sq.mm. and upto 185 sq.mm. 558 Above 185 sq.mm. and up to 400 sq.mm. 559 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required. 560 Up to 35 sq.mm. 561 Above 35 sq.mm. and up to 95 sq.mm. 562 Above 95 sq.mm. and upto 185 sq.mm. 563 Above 185 sq.mm. and up to 400 sq.mm. 564 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 565 Upto 35 sq. mm (clamped with 1mm thick saddle 566 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp 567 Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp 568 Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp) 569 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 570 Upto 35 sq. mm (clamped with 1mm thick saddle) 571 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) 572 Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp) 573 Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp) 574 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 575 3.5 x 400 sq.mm. 576 3.5 x 300 sq.mm. 577 3.5 x 240 sq.mm. 578 3.5 x 185 sq.mm 579 3.5 x 150 sq.mm 580 3.5 x 120 sq.mm 581 3.5 x 95 sq.mm 582 3.5 x 70 sq.mm 583 3.5 x 50 sq.mm 584 3.5 x 35 sq.mm 585 3.5 x 25 sq.mm. 586 4 x 25 sq.mm 587 4 x 16 sq.mm 588 4 x 10 sq.mm 589 4 x 6 sq.mm 590 2 x 16 sq.mm, 591 2 x 10 sq.mm, 592 2 x 6 sq.mm, 593 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 594 2 X 6 sq. mm (19mm) 595 2 X 10 sq. mm (19mm) 596 2 X 16 sq. mm (22mm) 597 3½ X 25 sq. mm (28mm) 598 3½ X 35 sq. mm (32mm) 599 3½ X 50 sq. mm (35mm) 600 3½ X 70 sq. mm (38mm) 601 3½ X 95 sq. mm (45mm) 602 3½ X 120 sq. mm (45mm) 603 3½ X 150 sq. mm (50mm) 604 3½ X 185 sq. mm (57mm) 605 3½ X 225 sq. mm (62mm) 606 3½ X 240 sq. mm (62mm) 607 3½ X 300 sq. mm (70mm) 608 3½ X 400 sq. mm (82mm) 609 4 X 10 sq. mm (25mm) 610 4 X 16 sq. mm (28mm) 611 Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 612 100 mm dia 613 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 614 100mm dia 615 150 mm dia 616 250 mm dia 617 300 mm dia 618 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 619 90 mm dia (OD-90 mm & ID-76 mm nominal) 620 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 621 100 mm wide x 50 mm depth x 1.6 mm thickness. 622 150 mm wide x 50 mm depth x 1.6 mm thickness. 623 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 624 100 mm wide x 50 mm depth x 1.6 mm thickness. 625 150 mm wide x 50 mm depth x 1.6 mm thickness. 626 Supplying and installing following size of perforated Hot DippedGalvanised Iron cable tray Tee (galvanisation not less than 50microns) with perforation not more than 17.5%, in convenientsections, joined with connectors, suspended from the ceilingwith G.I. suspenders including G.I. bolts & nuts, etc. as required. 627 100 mm wide x 50 mm depth x 1.6 mm thickness. 628 EXTERNAL SEWERAGE & WATER SUPPLY SYSTEM 629 COST OF SEWERAGE WORKS 630 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 631 up to 1.50 m depth 632 Pipes 80 mm to 300 mmdiameter 633 1.50 m to 3.00 m depth 634 Pipes 80 mm to 300 mmdiameter 635 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) 636 Depth not exceeding 1.5 meter 637 Depth 1.5 to3.00meter 638 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. 639 150 mm.dia. RCCPipes 640 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 641 150 mm.dia. RCCPipes 642 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. 643 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). 644 With common burnt clay FPS (non modular) bricks of class designation 75 645 (i) For Sewer Line 646 Extra for depth for manholes: 647 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 648 Inside size 90x120cms and 90cms deep including CI cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg). 649 With common burnt clay FPS (non modular) bricks of class designation 75 650 (i) For Sewer Line 651 Extra for depth for manholes: 652 Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 653 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having 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. 654 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 655 80mm nominal bore. 656 65mm nominal bore. 657 50mm nominal bore. 658 40mm nominal bore. 659 32mm nominal bore. 660 25mm nominal bore. 661 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 662 80mm nominal bore. 663 65mm nominal bore. 664 50mm nominal bore. 665 40mm nominal bore. 666 32mm nominal bore. 667 25mm nominal bore. 668 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (horizontal) 669 80mm nominal bore. 670 65mm nominal bore. 671 50mm nominal bore. 672 40mm nominal bore. 673 32mm nominal bore. 674 25mm nominal bore. 675 Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 676 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 677 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : 678 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 679 EXTERNAL SEWERAGE SYSTEM (SEPTIC TANK) 680 SEPTIC TANK & SOAK PIT 681 Size :- Length = 5.0 M. Width = 2.0M Total Depth =3.00M 682 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 683 In all kind of soil upto 1.5m depth 684 In all kind of soil upto 1.5m to 3.0m. depth 685 In all kind of soil upto 3.0m to 4.5m. depth 686 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) 687 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 688 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 689 Suspended floors, roofs, landings, balconies and access platform. 690 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 691 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) 692 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 693 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 694 Providing & fixing 75mm dia vent pipes. 695 Providing & fixing of 75mm dia cast iron terminal guard. 696 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 697 M.D. -10- Circular shape 500mm internal diameter 698 M.D. -2.5- Circular shape 450mm internal diameter 699 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. 700 With F.P.S. bricks 701 RAIN WATER HARVESTING WORKS 702 RECHARGE PITS 703 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 704 In all kind of soil upto 1.5m depth 705 In all kind of soil upto 1.5m to 3.0m. depth 706 In all kind of soil upto 3.0m to 4.5m. depth 707 In all kind of soil upto 4.5 m to 6.0m. depth 708 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 709 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 710 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 711 Suspended floors, roofs, landings, balconies and access platform. 712 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 713 12mm cement plaster on rough side of single or half brick wall mix 714 1:3 (1 cement : 3 Coarse sand) 715 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: 716 With 20x20mm square bar 717 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 718 M.D. -10- Circular shape 500mm internal diameter 719 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 720 Drilling of 300mm dia bore hole manually. 721 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. 722 150 mm nominal size dia 723 Supplying, filling, spreading & leveling stone boulders of size range5 cm to 20 cm, in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge. 724 Supplying, filling, spreading & leveling gravels of size range 5 mm to10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge. 725 Supplying, filling, spreading & leveling coarse sand of size range 1.5mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge. 726 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 ofEngineer-in-charge. 727 DESILTING CHAMBER 728 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 729 In all kind of soil upto 1.5m depth 730 In all kind of soil upto 1.5m to 3.0m. depth 731 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 732 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 733 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 734 Suspended floors, roofs, landings, balconies and access platform. 735 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 736 15mm cement plaster on rough side of single or half brick wall mix 737 1:3 (1 cement : 3 Coarse sand) 738 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: 739 With 20x20mm square bar 740 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 741 M.D. -10- Circular shape 500mm internal diameter 742 COST OF EACH RAIN WATER HARVESTING 743 TOTAL NO. OF RAIN WATER HARVESTING 744 TOTAL COST OF RAIN WATER HARVESTING 745 DRAINAGE NETWORK 746 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 747 up to 1.50 m depth 748 Pipes 80 mm to 300 mmdiameter 749 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. 750 150 mm.dia. RCCPipes 751 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 752 150 mm. dia. 753 Constructing brick masonry INSPECTION chamber 60x60x75 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as perdesign. With FPS bricks 754 Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: 755 Drain 300 wide average.Depth 45 cm with R.C.C. slab 756 INTERLOCKING PATHWAY (283 Sqm) 757 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 (D.S.R. 2.8.1) 758 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) (D.S.R. 4.1.8) 759 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 760 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 761 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster 762 TRIMIXING FOR PARKING AREA 184.98 SQM 763 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil 764 Providing and layingin cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors. DSR 4.1.8 765 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 finishedwith screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specificationsand directions of Engineer-in-charge. Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately (DSR-16.75) 766 Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade A sealing compound. DSR- 16.46.1 767 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.[ DSR 5.22.6 ] 768 BORING & SUBMERSIBLE PUMP 769 Drilling of 200 mm dia bore hole. 770 Supply of 125 mm dia MSpipe as per IS1239 771 Supply of 125 mm dia slotted MSpipe 772 Supply and fixing of nylon jali around the slotted pipes complete as required. 773 Providing and packing of coarse sand / pea gravel around the pipe. 774 Transport of boring tools other required equipements and installation at site. 775 Supply of submersible pump (3.7KW/5.0 HP) of make KSB (Cora) for 200 lit/min discharge at 50 meter head with control panel, support wire etc complete. 776 Providing 3 core PVC insulated submersible cable. (from pump panel to submersible pump) 777 Providing and fixing 65 mm dia. G.I. pipe complete with fittings and clamps including cutting and making good the wall etc. (from submersible pump to ground level) 778 Providing and fixing 65 mm dia. brass gate valve with CI wheel of approved quality. 779 Lowering of 125 mm dia MS pipe in bore hole including cutting,jointing etc complete. 780 Supply and fixing of tube well accessories i.e. well cap, clips, clamps, etc. to complete the job in all respect. 781 Fixing, testing and commissioning for erection and lowering of submersible pump, 65 mm dia GI column pipe, 3 core submersible copper cable upto the control panel, supporting clamps, cable clips, pressure gauge, connection line and all other accessories required for the proper completion of the work. 782 Testing and development of tube well. 783 HORTICULTURE 784 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 785 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 786 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 787 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 788 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 789 Rough dressing the trenched ground including breaking the clods. 790 Fine dressing the ground 791 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). 792 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 793 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 794 With grass Turf 795 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 796 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 797 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 798 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 799 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 800 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 801 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 802 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 803 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 804 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 805 Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35 - 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 806 Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur)of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 807 Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge. 808 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 809 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 810 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 811 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 812 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. 813 Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge. 814 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 815 GST Extra As per Applicable