Tender For Comprehensive Maintenance Of Damaged Portion Of Misc B/R Items At Mo (Mb) Ghatkopar Under Ge (Nw) Bhandup; 1 Excavation in trenches n exc 1.5m wide and n.exc 1.5m depth for man holes and sewer lines etc n exc 10 sqm on plan and nexc 1.5m in depth and getting out for hard/dense soil. Complete all as specified and directed by Engineer-in-charge. 2 Demolition and breaking up 150mm drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar including bed concrete and removal of debris including sludge if any and side MoD land. Complete all as specified and directed by Engineer-in-charge. 3 M&L concrete bed to 150 mm dia pipes of cement mortar 1:3:6 type C-2 including packing under and haunching against the side of pipes after they are laid and tested Complete all as specified and directed by Engineer-in-charge. 4 M&L for reinforced concrete pipes class NP-2 ,150 mm dia laid and jointed complete with collars Complete all as specified and directed by Engineer-in-charge. 5 Demolition and breaking up 200mm drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar including bed concrete and removal of debris including sludge if any and side MoD land. Complete all as specifed and directed by Engineer-in-charge. 6 M&L concrete bed to 200 mm dia pipes of cement mortar 1:3:6 type C-2 including packing under and haunching against the side of pipes after they are laid and tested Complete all as specified and directed by Engineer-in-charge. 7 M&L for reinforced concrete pipes class NP-2, 200 mm dia laid and jointed complete with collars Complete all as specified and directed by Engineer-in-charge. 8 Demolition and breaking up 300mm drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar including bed concrete and removal of debris including sludge if any and side MD land complete. Complete all as specifed and directed by Engineer-in-charge. 9 M&L concrete bed to 300 mm dia pipes of cement mortar 1;3;6 type C-2 including packing under and haunching against the side of pipes after they are laid and tested Complete all as specified and directed by Engineer-in-charge. 10 M&L for reinforced concrete pipes class NP-2, 300 mm dia laid and jointed complete with collarsComplete all as specifed and directed by Engineer-in-charge. 11 Returning, filling in, including spreading, leveling, watering and well ramming in layers n.exc 25cm inhard / dense soil Complete all as specified and directed by Engineer-in-charge. 12 Removing Excavated soils exceeding 1.5KMbut not exceeding 5 KM and depositing where directed. Complete all as specified and directed by Engineer-in-charge. 13 S & F in repair 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to wall Complete all as specified and directed by Engineer-in-charge. 14 S & F in repair 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to wall Complete all as specified and directed by Engineer-in-charge. 15 S & F 75 mm bore PVC (SWR) bends of any radius Complete all as specified and directed by Engineer-in-charge. 16 S&F in110 mm bore PVC (SWR) tee of any radius complete all as specified & directed. 17 S & F 110 mm bore PVC (SWR) bends of any radius Complete all as specified and directed by Engineer-in-charge. 18 Cutting to existing manhole dia of pipe in 100 mm for connecting new drains, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required. Complete all as specified and directed by Engineer-in-charge. 19 All as per description of item No 18 but 150mm dia of pipe. Complete all as specified and directed by Engineer-in-charge. 20 All as per description of item No 18 but 200mm dia of pipe. Complete all as specified and directed by Engineer-in-charge. 21 All as per description of item No 18 but 300mm dia of pipe. Complete all as specified and directed by Engineer-in-charge. 22 Dismantling water tanks 250 ltr& n exc 500 ltrand removing to store of all retrieved material. Complete all as specified and directed by Engineer-in-charge. 23 Dismantling water tanks500 ltr& n exc 1000 ltrand removing to store of all retrieved material. Complete all as specified and directed by Engineer-in-charge. 24 Dismantling water tanks1000 ltr& n exc 2000 ltrand removing to store of all retrieved material Complete all as specified and directed by Engineer-in-charge. 25 S&F in repairs 500 ltrs Rotational mould polyethylene waterstorage tanks (cylinderical vertical with closed top) hoisted and fixed in position all as specified in ssr part-I Complete all as specified and directed by Engineer-in-charge. 26 S&F in repairs 1000 ltrs Rotational mould polyethylene waterstorage tanks (cylinderical vertical with closed top) hoisted and fixed in position all as specified in ssr part-IComplete all as specified and directed by Engineer-in-charge. 27 S&F in repairs2000 ltrs Rotational moulded polyethylene waterstorage tanks (cylinderical vertical with closed top) hoisted and fixed in position all as specified in ssr part-I Complete all as specified and directed by Engineer-in-charge. 28 S&F in repair 20mm dia ball valve high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe 20 mm dia (minimum weight- 210 gm) Complete all as specifed and directed by Engineer-in-charge. 29 All as per description of item 28 but of size 25 mm dia. Complete all as specifed and directed by Engineer-in-charge. 30 All as per description of item 28 but of size 40 mm dia. Complete all as specifed and directed by Engineer-in-charge. 31 Taking up or down steel tubing and connection, removing clear off site after credit for the same is recovered by the dept., bore of pipe 15mm Complete all as specifed and directed by Engineer-in-charge. 32 Taking up or down steel tubing and connection, removing clear off site after credit for the same is recovered by the dept., bore of pipe 20mm Complete all as specified and directed by Engineer-in-charge. 33 S&F 15mm bore GI tubes medium grade, galvanised with all fittings and fixed complete to walls and ceiling or laid in floors. Complete all as specified and directed by Engineer-in-charge. 34 All as per description of item No 33 but 20 mm bore. Complete all as specifed and directed by Engineer-in-charge. 35 S&F in repair for gun metal globe or gate valves with iron wheel head, screwed both ends for iron pipe & fixed of size 25 mm bore Complete all as specified and directed by Engineer-in-charge. 36 S&F in repair for gun metal globe or gate valves with iron wheel head , screwed both ends for iron pipe & fixed of size 40 mm bore Complete all as specified and directed by Engineer-in-charge. 37 Carrying out maintenance of entire sewage system of MO (MB) Ghatkoper area by Cleaning/clearing/ blocked sewage lines not exc. 150mm, 200mm & 300mm and removal of foreign material from inside the,floor trapNahani trap, Gully trap and drainage pipe,& re-fixing manhole covers without damaging etc,including clearing spot blockages(PVC/ SGSW/RCC hume pipe ) any depth by roddingmanually incl pumping out sludge, water from trap etc including providing trolley mounted pump set with suction pipe of adequate length and minimum60metre delivery pipeetc,daily at 0830 hrs to 1700 hrs incl disposal of debris, spoils and sludge hygienically complete all as specified and directed. by Engineer-in-Charge. Note:-(a)Sludge/de-composed materials obtained from cleaning shall be removed outside MD land by mechnical sewage cleaning tankers.(b) Rate inclusive of clearing away all grass vegetation, saplings shurbs and trees not exceeding 30 cm girth upto 3 mtrs alround the septic tank/main holes and removing rubbish upto a distance of 50 mtrs outside the periphery of the area. (c) twosafaiwala and one mazdoor shall be detailed daily forMO (MB) Ghatkoper area for thepurpose of rendering the entire sewage system functional through out the contract period.In case of failure compensation will be recovered as specified in respective PS Clause. (d)In case of blockage of sewage system the complaint shall be rectifiedwithin three hours from the time of intimation.(e)The rates quotedshall be deemed for attending day to day complaint basis and make functional the entire sewage system for the period of one month at MO (MB) Ghatkoper area. (f) The contractor/ hisauthorise supervisor of the work will report daily at complaint cell MO (MB) Ghatkoper areaat 0830 Hours to receive day to day complaints..(g). Recovery (Penalty) for not attending complaint beyond 24 hours shall beRs 200.00 per complaint per day delayed.) 38 Supply on Demand of BMC Vehicleas required forCleaning/clearing blocked sewage lines and manholes ,septic tanksof any size any depth , by pumping out /removing liquid waste / sewage , plugging the ends pipe or diverting the flow into drains if necessary , removing silt ,sludge etc , sprinking bleaching powder on the silt to avoid bad smell includingall precautionary and safety measures such as sefety belts , lighting arrangements face mask etc and removing the same (silt , sludge & other waste material ) leak proof trucks covered with tarpoline to out side of MD land all as per existing rules and regulations of civil authorities and flushing the sewer line with fresh water etc Complete all as specified and directed by Engineer-in-charge. 39 Cleaning/clearing blocked sewage lines sizeup to 100mm bore and not exc 300 mm bore and sludge chambers (PVC/ SGSW/RCC hume pipe ) gully trap of size and sahpe up to any depth by pumping out /removing liquid waste / sewage , plugging the ends pipe or diverting the flow into drains if necessary , removing silt ,sludge etc , sprinking bleaching powder on the silt to avoid bad smell includingall precautionary and safety measures such as sefety belts , lighting arrangements face mask etc and removing the same (silt , sludge & other waste material ) leak proof trucks covered with tarpoline to out side of MD land all as per existing rules and regulations of civil authorities and flushing the sewer line with fresh water etc Complete all as specified and directed by Engineer-in-charge.Note:- Length of sewage line including chambers, traps etc will be measured for payment. However cleaning of manholes shall be measured separately under appropriate item. 40 Pumping out of liquid sludge etc, from septic tank/soak well/ manhole any depth Complete all as specified and directed by Engineer-in-charge.Note:- The unit rate quoted under this item shall deemed to includethe arrangements of Sewage pump and delivery pipe minimum 60 mtr length and all necessary T&Pwith man and material and safety equipment etc. 41 M&L for Cleaning and desilting of area strom waterclosed drainage/culvertof inner girth up to & including 450mm of any depth including removal of cover slab and refixing of cover in position and making good all as directed at site including removal of silt/waste materials outside MD Land Complete all as specifed and directed by Engineer-in-charge. 42 Dismantling of MS worksof any description such as ,ladders,gates work,grating etc,including necessary straightening of bends Complete all as specified and directed by Engineer-in-charge. 43 Dismantling cast iron of any description etc Complete all as specifed and directed by Engineer-in-charge. 44 S&F Cast iron work grade FG 150, unmachined in bracket, over head tankcovers with brackets ,gully traps, grating, railing,frames,manhole covers,fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters exc 5kg each and similar articles Complete all as specified and directed by Engineer-in-charge. 45 M&L for providing factory made RCC precast cement concrete grade M-30 cover slab of size 450mmx900mmx75mm thick size set in cement mortar 1:6 including reinforcement of 8mm dia deformed bars @150mm c/c both ways etc, Complete all as specifed and directed by Engineer-in-charge. 46 M&L for providing factory made RCC precast cement concrete grade M-30 cover slab of size 600mmx900mmx75mm thick size set in cement mortar 1:6 including reinforcement of 8mm dia deformed bars @150mm c/c both ways etc, Complete all as specified and directed by Engineer-in-charge. 47 S&F for roof trusses (framed) trussed, Purlins, crane gantries, rails and fastenings and heavy brackets framing(Beam, Angle, Channel or flat section,plain plates) including distance pieces, cleats ,welding and braceing etc,Fe-410W(Gde-E-250)quality -B,including necessary scaffolding etc Complete all as specified and directed by Engineer-in-charge. 48 M&L for preparation of new surfaces of steel, of any description, not otherwise described, over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer Complete all as specified and directed by Engineer-in-charge. 49 Dismantling floor, hearth or wall tiling incl cement mortar bedding but not backing Complete all as specified and directed by Engineer-in-charge. 50 M&L non skid coloured ceramic tiles 7 to 8 mm thick(square/rectangular) area of each tiles exc 0.06 sqm but not exc 0.11 sqm in floors etc set and jointed in neat cement slurry and pointed with white /coloured cement to match over 15mm thick screed bet of CM 1:6 Complete all as specified and directed by Engineer-in-charge. 51 M&L glazed ceramic coloured tiles in vertical surfaces size 6 to 7 mm thick 300x200mm set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10mm thick rendering of CM 1:6 Complete all as specified and directed by Engineer-in-charge. 52 S&F in repair vitreous chine squatting pan Orissa pattern size 580x440mm white with P or S trap front or back inlet including footrest (excluding fluxing cistern and flush pipe)Complete all as specified and directed by Engineer-in-charge. 53 Supply and fix10 ltr, PVC, valveless, syphonic action type, flushing cistern, low level/ high level including inlet, ball valve, float and handle including brackets etc, Complete all as specified and directed by Engineer-in-charge. 54 Demolition of brick work or stone boulder masonry,built in cement mortar or cement lime mortar including all quoins, arches, pillars etc, but excluding ashlar facings, dressed stone work and precast concrete articles.Complete all as specified and directed by Engineer-in-charge. 55 M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 Complete all as specified and directed by Engineer-in-charge. 56 All as per description of item No 55 but except stones complete all as specified and directed. Note- Serviceable stones obtained vide item No 54 shall be reused after removing mortar and cleaning with water Complete all as specified and directed by Engineer-in-charge.. 57 M&L for brick work with sub class B bricks straight or curved on plan exceeding 6 m mean radius built in CM 1:6 Complete all as specified and directed by Engineer-in-charge. 58 Taking down cement or cement lime mortar plaster, any description on brick or stone walls etc, including rackingout joints, hacking for key, scrubbing down with water etc Complete all as specified and directed by Engineer-in-charge. 59 M/L for rendering 10 mm thick in CM 1:6 on brick walls surface finishing even and smooth (with out using extra cement)etc Complete all as specified and directed by Engineer-in-charge. 60 Material and labour rendering 15mm thick in cement plaster 1:4 on fair faces of brick work or concrete surfaces finishes the surfaces even and smooth without extra cement coat including using water proofing compound 2% by weight of cement etc Complete all as specified and directed by Engineer-in-charge.Note:- Supply only water proofing compound will be measured and paid separately. 61 Supply only integral water proofing compound as approved by GE. Complete all as specified and directed by Engineer-in-charge. 62 M&L for Extra over stone walling for hammer dressing to face stone and dressing face beds and joints as specified of random rubble walling uncoursed or brought upto courses surface n exc 20 mm Complete all as specified and directed by Engineer-in-charge. 63 M&L for raised pointing in cement mortar in CM 1: 4to random or polygonal rubble uncoursed or brought up to coursesComplete all as specified and directed by Engineer-in-charge. 64 M&L for applying three coats of white wash on wall including preparation of plastered or un-plastered surfaces of walls, Complete all as specified and directed by Engineer-in-charge. 65 M&L for preparation of newplastered surfaces on walls, chajjas,filling of hair line cracks with white cement and applying two coats of 100% anti fungal weather resistant acrylic paint over a coat of acrylic primer in approved shade and as per manufacturers instructions including necessary scaffolding Complete all as specified and directed by Engineer-in-charge. 66 Demolition of concrete in ground floors (un reinforced) and paving n.exc. 15 cm thickness (below or above ground level) and removal of rubbish/ demolished materials out of MD landComplete all as specified and directed by Engineer-in-charge. 67 M&L for cement concrete type D-2 1:4:8 using 40 mm graded stone aggregate in filling foundation , sub base of floor and mass concrete Complete all as specified and directed by Engineer-in-charge. 68 M&L forcement concrete type B-1, 1:2:4 ( 20mm graded aggregate ) as in surface channels and drains etc Complete all as specified and directed by Engineer-in-charge. 69 M&L for providing plain cement concrete 1:2:4 type B-1using 12.5mm graded stone aggregate as in kerb stone coping including framed work for man holes etc including weathering ,slightly rounded or chamfered angle and throating as directed including necessary form work Complete all as specified and directed by Engineer-in-charge. 70 M&Lpreparation of new /old concretesurfaces / kerb stoneof any description and girth, not otherwise described over 10 cm width or girth and applying one coat of of synthetic enamel paint Complete all as specified and directed by Engineer-in-charge. 71 M&L 75 mm thick cement concrete type C-1, 1:3:6 (20 mm gradedstone aggregate) as inplinth protection, path Complete all as specified and directed by Engineer-in-charge. 72 M & L 25 mm thick PCC 1:2:4type B0, using 12.5mm graded aggregate as in floors toreceive surface of tile Complete all as specified and directed by Engineer-in-charge. 73 M&L screed bed or bedding layer of mortar, 20 mm thick, in cement mortar 1:6, for laying floor finishes/tiles Complete all as specified and directed by Engineer-in-charge. 74 M&L for coloured glazed chequered liquid finish cement concrete30cm x 30cm x 25mm thick With mixture of grey and white cement in equal proportions and no pigment set & jointed in neat cement slurry & pointed in coloured cement to match the shade of tiles Complete all as specified and directed by Engineer-in-charge. 75 M&L 100 mm thick cement concrete type B-1, 1:2:4 (20 mm gradedstone aggregate) as inhardstanding,path etc incl finishing cement concrete surface even and smooth without using extra cement Complete all as specified and directed by Engineer-in-charge. 76 M&L PCC 1:4:8 C-2 (using 40mm graded crushed stone aggregate) as insub base ( 75mm thick ) finished even and fair Complete all as specified and directed by Engineer-in-charge. 77 M& L for 80mm thick Machine pressed precast paver block M-40 grade laid over sand cushioningafter consolidation set and levelled the paver block on proper levelwith inter locking and size conforming to IS 15658-2006with grey cement and pigment (LAQUER FINISH) etc Complete all as specified and directed by Engineer-in-charge. Note: Sand cushion will be measured separetely.Make - Super tiles/NITCO Tiles/VITCO tiles 78 Supply only sand cusion for paver blocks 79 Cleaning of PVC Water tank at any height (onaccessible/inaccessible on roofs) by removing all scale, dirt, mud ,any foreign material and removing accumulated silt, other dirty substance,algae, fungus and other bacterial material from sides/bottom of tank cleaning shall be done by draining / pumping out water/sludes from bottom removing edge and another growth from wall / floor / roof by high pressure cleaning method with jet set and again claening the tank with fresh water .Disinfecting by using UV radiator and approved chemical (chloriten) After cleaning writing letter/ figures an black ground with white enamel paint of any capacity cleaning of PVC every six months:-(i) Date of cleaning.(ii) Next due date of cleaning. (iii) Remove of the existing lettering / figures completely. 80 M&L for application of wall treatment incl surface preparation opening of cracks and application of cement based coat as per manufacturing instruction having min service life of 5 years warranty and Complete all as specified and directed by Engineer-in-charge.Make:- Themacool, Dr Fixit or Asian Paint or techno commercial equivalent. 81 Dismantling of roof terracing cement / brickconcrete (un-reinforced) and existing water proofing treatment of any thickness in any position and of any portion from top of roof of building, cleaning surface of roof with wire brush / mechanical brush and with water thoroughly to remove all dust / dirt and loose particles to expose base concrete roof slab and removal of rubbish / demolished material out of MD land Complete all as specified and directed by Engineer-in-charge. 82 M&L for PCC 1:2:4 Type B0 using 12.5 mm graded aggregate with 2% by weight of cement or as per manufacturers instructionswater proofingas in levelling course, haunching, coping and similar works over RCC roof surface and RCC over head tank top surface including rounded or chamferred on edges and formwork etc Complete all as specified and directed by Engineer-in-charge. 83 M&L for application of Roof treatment incl surface preparation opening of cracks and application of cement based coat as per manufacturing instruction having min service life of 10 years warranty and Complete all as specified and directed by Engineer-in-charge. Make:- Themacool, Dr Fixit or Asian Paint or techno commercial equivalent. 84 Taking down chowkat or frame with shutter (without taking off shutter from the frames)and including grills/ guard bars exceeding 1.5 Sqm and n exc 4 sqmeach Complete all as specified and directed by Engineer-in-charge. 85 Taking down chowkat or frame with shutter (without taking off shutter from the frames)and including grills/ guard bars not exceeding 1.5 Sqm each Complete all as specified and directed by Engineer-in-charge. 86 Taking down cup board and wiremesh orpanelledshutter of any description, exceeding 1.0 Sqmand n exc 2 sqm each Complete all as specified and directed by Engineer-in-charge. 87 S&F Flush shutter 40 mm thick , solid core construction, with block board core and plywood face panel, commercial type on both side Complete all as specified and directed by Engineer-in-charge. 88 S&F 35mm thick factory made glazed and skeleton door shutters open rebated of second class hard wood rail and styles (Hollock), prepared to receive glass/gauge etc without sash bars, edges of framing plain cham-fered or rounded, mitred and rebated sash bars, any numbers The size of rails & style as specified in SSR Part-I (2009) section 8 and as per IS-1003(Part-I) kiln seasoned as per IS-1141 and chemically pressure treated as per IS-401 Complete all as specified and directed by Engineer-in-charge.(Note :- S & F wire messshall be measured and paid for separately) 89 S&F in plain solid straight chowkats IInd class hardwoodandframe, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints. Complete all as specified and directed by Engineer-in-charge. 90 S&F in repair 40mm dia cupboard Knobs fixed with necessary screws, nuts etc Complete all as specified and directed by Engineer-in-charge. 91 S & F 300 mm long Aluminium, anodised, barrel tower bolts of extruded section and fixed Complete all as specified and directed by Engineer-in-charge. 92 S & F 150 mm thick Aluminium, anodised, barrel tower bolts of extruded section and fixed Complete all as specified and directed by Engineer-in-charge. 93 S&F 150mm size aluminium handles, cast type anodised Complete all as specified and directed by Engineer-in-charge. 94 S&F 100 mm size butt hinges medium weight stailess steel colled rolledComplete all as specifed and directed by Engineer-in-charge. 95 S&F 300mm size ordinary mild steel , rat tailed rod pattern spring including roller and roller platewelded to mild steel frame.fixed in repair Complete all as specified and directed by Engineer-in-charge. 96 S&F 300 mm long mild steel sliding door bolts plate type stone enamelled black with bright bolt not less than 16 mm dia with and including a minimum of 6 bolts and nuts, 04 Nos on bolt plate and 02 Nos on staple plate and fix Complete all as specified and directed by Engineer-in-charge. 97 S&F 300 mm long Stainless steel sliding door bolts( without locking arrangements)not less than 16 mm dia with and including a minimum of 6 bolts and nuts, 04 Nos on bolt plate and 02 Nos on staple plate and fix with as weldingComplete all as specified and directed by Engineer-in-charge. 98 M&Lpreparation of new wooden surfaces of any description and girth, not otherwise described over 10 cm width or girth and applyind one coat of pink primer and two coats of synthetic enamel paint Complete all as specified and directed by Engineer-in-charge. 99 S & F 25mm thick, block board grade 2 quality interior grade decorative type with decorativeface veneer on both face fixed as in shutters. Complete all as specified and directed by Engineer-in-charge. 100 S&F ball catches with 8mm dia steel ball and brass body and striking plate including letting in and fixed, Complete all as specified and directed by Engineer-in-charge. 101 S & F Solid PVC Door Frame of size 50mm x 47mm made out of 5mm thick single side prelam PVC sheet used instead of Plain colour PVC sheet , suppling & fixing in opening as per specification & drawing Complete all as specified and directed by Engineer-in-charge. 102 S&F 30 mm thick factory made both side Prelam PVC sheet used instead of Plain colour PVC sheet. Stile and rails feathered at edges consisting of frame made out of M.S. tubes for top & bottom rails, M.S. frame shall be covered with heat moulded palin colour PVC `C channel heaving aPanelling of plain colour PVC sheet to be fitted in the M.S frame wedded/ sealed to the stiles, & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing. Complete all as specified and directed by Engineer-in-charge. 103 Dismantling asbestos cement (corrugated semicorrugated, etc) sheets in roof covering including ridge, north light curves etc Complete all as specified and directed by Engineer-in-charge. 104 Taking down eaves gutters and rainwater pipes (any size & pattern) including all fitting, head shocs, bends etc Complete all as specified and directed by Engineer-in-charge. 105 M&L for 6mm thick asbestos cement corrugated or semi-corrugated sheet fixed with l-type or j-type or cranked hook bolts in roof,walls etc.Complete all as specified and directed by Engineer-in-charge. 106 All as per item No 105 here-in-before but except sheets Complete all as specified and directed by Engineer-in-charge. 107 S&F for Pre- Painted galvalume aluminiumzinc coatingAZ- 150 GI basedcorrugated steel sheet 0.50mm thick of an colour having tensile strength of 550Mpa as in roof covering/ cladding to wall, fixed with self tapping ,drilling ofscrews/suitable lengthGI J or L hooks in roofComplete all as specified and directed by Engineer-in-charge. 108 S&F for Pre- Painted galvalume aluminiumzinc coating GI basedPlain steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/rigdes, fixed with self tapping ,drilling ofscrews/suitable lengthGI J or L hooks in roof, including necessary scaffolding etc Complete all as specified and directed by Engineer-in-charge. 109 S&F 2 mm fibre glass reinforced translucent corrugated sheeting of a similar pattern as that of PPGI sheet with two corrugations side lap fixed with coach screw, GI J or L hooks in roof Complete all as specified and directed by Engineer-in-charge. 110 S&F 160mm bore PVC rain waterpipe single socketed(ISI Marked) any length with rubber ring joints , complete fittings etc fixed to wall fixed with MS clamps 8mm dia with two nuts wall nails etcComplete all as specified and directed by Engineer-in-charge. 111 S & F Steel rolling shutter ( thickness of lath 1.25mm thick) without ball bearing as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer, erected in position as indicated, and including taking down of any thickness etc, complete gear operated type with bevel gear box and crank handle etc Complete all as specified and directed by Engineer-in-charge. 112 Routine maitenance of sliding doorshutter of following sizes the maintenance including the following Complete all as specified and directed by Engineer-in-charge.(i)Dismantling of MS worksof any description such as rollers pulleys, guides, bottom sliding tracks and corrugated sheets including necessary straightening of bends.(ii) Refixing the serviceable accessories such as rollers, pulleys, guides, channelsbottom sliding tracks corrugated sheets etc.(iii)Replacementof unserviceable accessories such as rollers, pulleys, guides, channelsbottom sliding tracks corrugated sheets etc.(iv) Cleaning, oiling, greasing etc complete of all movable parts all as required at site(Note- The parts and accessories to be replaced shall be measured and paid seperetely)(A) Area of shutter n.exc 5.00 sqm of each leaf 113 (B)All as per description of item No 112 but Area of shutter exc 5.00 sqm but n. exc 10.00 sqm of each leaf 114 (C) All as per description of item No 112 but Area of shutter exc 10.00 sqm but n. exc 20.00 sqm of each leaf 115 Deduct Credit for Demolished/ Dismantled material Rs. (-) 12,840.00 (Minus) as listed in Schedule of Credit.Note 1:- Tenderers will not quote against this item being a tentative amount to be considered to arrive at the Contract Sum.Note 2:- The tenderer must keep in mind when quoting rates against items out in multiple store house having height 4 mts to 7 mts. Necessary scaffolding and saftey measures required during execution of work are including in this items.
