Tender For Beautification Of Samadhan Park Located In Ward Suryakund And Renovation Work Of The Community Building Located In The Park - Dismantling old plaster or stacking raking out joints and cleaning the surface for plaster incluing disposal of rubbish to the dumpingground within 50 metres lead .(DSR Code 15.56 @54.65x0.735 2 Demolishing brick work manually by mechanical means including stacking of serviceable material and dispojal of unservicable material within 50 meater lead as per direction of Engineer-in-charge. In cement mortar (DSR Code 15.7.4 @2060.20x0.735) 3 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms for all liftincluding getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. DSR Code No. 2.8.1all soil(260.30x0.735) 4 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 ded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 (6812x0.735) 5 Brick work with common burnt clay F.P.S ( non modular) bricks of class designation 7.5 foundation and plinth in 1:4 as per DSR code no. 6.1.1 @ 7370.65 x 0.735 = 5417.42 6 P/L R.C.C. upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR code no. 5.1.2 (9045.75x0.735) 7 Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand(zone-III) derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources). DSR 5.3 (11505.50x0.732) 8 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (927.25x0.735) 9 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars DSR Code no. 5.22.3 (107.85x0.735) 10 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 code no.6.4.2 (9105.95 x0.735) 11 12mm thick plaster with cement mortar consisting of 1:4 cement and sand of 1.25 FM supply of all material, labour and T&P etc. required for proper complition of the work As per DSR code no. 13.1.1 @ 347.05 x 0.735= 255.08 12 providing and applying plaster of parisputty of2mm thicknessover plaster surface to prepare the surface even and smooth completeas per DSR code no. 13.26@ 262.70 13 finishing walls with premium acrylic smooth exterior paint of requied shade new Work (two or more coats applied @1.43kg/10sqm and including priming coat of exterior priming applied @0.90 liter /10sqm) as per DSR code no.13.46 .1 @ 160.60 14 Distemper with 1st quality acrylic distemper (ready to mixed) having VOC cotents lessthan 50 gram /liter of approved manufactured and of required Shade and colour all complete to achieve even shade and colour new work (two or more coats) overincluding water thinnaablepriming coat with cement primer having VOC content less than 50 gram /liter as per DSR code no. 13.41.1 @185.65 15 painting with synthetic paint of approved brand manufacture of required colour to give an even shade two or more coat on new workover an under coat of suitable shade with ordinary paint of approvedbrand and manufactuer DSR code no. 13.62.1 @226.25 16 steel Workwelded in buit up section /framed work ,including cutting ,hosting ,fixing in position and applying a priming coat of approved steel primer using structural steel etc as required , in grating ,frame ,guard bar,railing brackets ,gates and similar works as per DSR code no. 10.25.2@172.60 17 Filling available excavated earth (excluding rock) in trenches, plinth, side of foundations etc. in layers not exceeding 20cm in depth, consolidation each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m as per DSR codeno.2.25 @196 18 Providing and layingrectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacture), of 1st quality conforming to IS 15622, of aooroved make in all colours laid on 20mm thick cement mortar 1:4 (1 cement :4 19 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 suppor 20 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 25 nominal boreAs per DSR codeno. 18.46.3 @439.25 21 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 : 723 22 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: White Vitreous China Flat back wash basin size 630x450mm with single 15mm C.P. brass pillar tap as per DSR code no. 17.7.2 @2226.35 23 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. Asper DSR code no. 18.9.3 @ 355.40 (25mm dia) 24 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.Asper DSR code no. 18.8.3 @ 627.25 (15mmdia) 25 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8 931 : 15 mm nominal bore as per DSR code no.18.15.2@ 379.20 26 Construction of masonry for Manholechamber inside 60x60x75cm , in brick work in cement mortar 1:4 for house pit with Rcc MH cover Grade in1:1.5:3 fixing with cement concret 1:2:4 and same for bottom inside , inside plastering with cement Mortar 1:3 12mm thick finishing with a floting coat of neat cement complete with all respect as per direction of engineer incharge depth 0.75-1.2m B.G.L as per DSR code no.18.36.1 @10354.95 27 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, as per DSR code no.12.41.2 @377.40(110MM diameter Single socketed pipes.) 28 Providing and fixing white vitreous china flat back half stall urinal of size 430x200x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern as per DSR code no.17.4.1 @6258.75 29 Providing corrugated 0.8mm thick zinc coated( not less than 275g / sqm) GI roofing fitted with JRL hook of 8mm dia with bitumen and GI limpet washer with GI sheet. DSR 12.1.2 @1257.55x0.735 30 SFRC Medium Duity Mainhole Cover With FrameSize (600x600x75 mm.) 31 SFRC Medium Duity Gully PittSize (300x300x50 mm.) 32 providing and laying polished granite stone flooring in required design and patterns in linear as well as curvlinear portion of building all complete as per the architectural drawing with 18 mm thick stone slab over 20mm (average) thick base of cement mortar 1:4 laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing curing slurry admixed with pigment of matching shade including rubbing curing and polishing etc all complete as specified and as directed by the Engineer-in - charge as per DSR code no. 11.56.1 @ 4481.30x0.735=3293.76 33 4 no. Pre cast three seater garden bench with M150 concreting (size1500x600x450mm) senction by SE RED vns with gst @8378 34 Signboard 35 Wiring point for light with 1.50sq. mm FR PVC insulated multistrand single core copper conductorcable in H.G PVC conduit concealed inwall with 14 SWG copper earth continuity wire piano type switch & ceiling rose angle / batten holder on 3 mm thick phenolic laminated sheet as directed engineer incharge including matching colour wash as per S.I no. 131(C) 36 Wiring point for fan/fresh air fan with 1.50sq. mm FR PVC insulated multistrand single core copper conductorcable in H.G PVC conduit concealed inwall with 14 SWG copper earth continuity wire piano type switch & ceiling rose angle / batten holder on 3 mm thick phenolic laminated sheet as directed engineer incharge including matching colour washas per S.I no. 133© 37 Wiring point for plug with 1.50sq. mm FR PVC insulated multistrand single core copper conductorcable in H.G PVC conduit concealed inwall with 14 SWG copper earth continuity wire piano type switch & ceiling rose angle / batten holder on 3 mm thick phenolic laminated sheet as directed engineer incharge including matching colour wash as per S.I no. 134© 38 Wiring point for two way lightwith 1.50sq. mm FR PVC insulated multistrand single core copper conductorcable in H.G PVC conduit concealed inwall with 14 SWG copper earth continuity wiretwo no piano type switch & ceiling rose angle / batten holder on 3 mm thick phenolic laminated sheet as directed engineer incharge including matching colour wash as per S.I no. 132© 39 S/F of power plug with 15A 250 V F/T Switch & 5pin15A 240 V F/T universalsocket in suitable M.SBox of 175x100x50mm sizephenolic laminated sheet cover with brass machine screw and cup washeras per SI no. 1139A 40 S/ wiringofsubmain with two number 2.50sq. mm FR PVC insulatedcopperwire submain as per S.I No. 1304(c) 41 S/ wiringofsubmain with two number 4.00sq. Mm FR PVC insulated multistrand copperconductor in20 mm dia heavy duty PVC conduit with one no. 2.50mmFR PVC insulated multistrand copper conductor as earth contuinity wireas per S.I No.216(c) 42 S/ wiringofsubmain with two number 6.00sq. Mm FR PVC insulated multistrand copperconductor in25 mm dia heavy duty PVC conduit with one no. 4.00 mmFR PVC insulated multistrand copper conductor as earth contuinity wireas per S.I No.217(c) 43 S/F 100 ATPN Change over Switch on 40x40x6 mm angle iron frame including the cost of labour T&p painting and other material as per S.I No.378A 44 S/F 8 way SPN Distribution board with additional metal door without MCBas per S.I No.1024 Cat B 45 S/F 6A to 32A SP MCB (10ka) as per S.I No.1002 cat A 46 S/F of Danger Board fabricated from 10 gauge m.s sheet 47 S/F of shock treatment chart duly framed with glass and supported from back with hard board i/c all complete 48 Supply and burying of 600x600x3 mm copperplate vertically forearthing with its top at least 3 meters bekow ground level with 20 mm dia g.i pipe and funnel for watering and one eatthing lead of one no. 8-10 SWG copper wire in 15 mm dia G.I pipe up to switch board (from appron to switch board the cost of G.I pipe and G.I wire will be extra) 30 cm squire C.I frame with hinged over masonary housing alternate layers of charcoal and salt 150 mm thick alround etc. as per S.I No.704 49 S/FLED tube Light with Batten suitable for 1X22watt i/C tube on surface as per SI No 1413bCat AAA 50 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 (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 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,emperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, uitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. DSR 19.1 (@2730.00 x 0.735) 51 S/f of electronicfan regulator 120-280 V ISI marked on the existing board i/c making connection labour and T&P etc.as per S.I No.1203A 52 Erection &testing of ceiling fan and regulator from room hieght upto 3.50 m including supply of 3mm thick G.I rod 19 mm dia duly paintedas per S.I no. 1116 53 S/f of LED Street Light Fitting having die cast alluminium body and diffuser with driver set suitable for 30-40watt conferming to IP66 protection as per SI No1420CAT-AAA 54 S/F of one number 8 SWG G.I wire in 15 mm dia G.I pipe for earthinglaid in ground or in wall duly concealed i/c cost of cement sand labour etc.all complete 55 Earthwork in cutting /Fillingin Imbankment inordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20) in depth and earth work in enbankment to be in 20cm (8) layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5) lift and 30m (100) lead. the earth form by cartege up to 5kmdistance as directed by the E/I. S.I. No 253Analysis 56 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I) 57 Providing and laying of Interlocking concrete block pavement havingthickness 80 mm including leveling and dressing of surface To required level and slope spreading and moisting 30 m.m thick local sand on bend filling joints with local sand etc. for proper complition of work as per drawing and technical specification clause 1504 58 50% grey interlocking 59 50% red interlocking
