Solid Waste Managament Under Swach Bharat Mission II At MANOR, Taluka - Palghar Dist - Palghar.

Subwork-I Shed Item no.1 Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area

Item No.2 Excavationfor foundation/pipe trenches in hard murum including removing theexcavatedmaterialuptoadistanceof50M and liftsasbelow, stackingandspreadingasdirectedbyEngineer-in-charge, normaldewatering, preparing the bed for foundation and excluding backfilling, etc.complete.(Bd-A-2/259.

Item No.3:-Providing dry trap/granite/quartzite/gneiss,rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting etc.complete(Bd-A-12/264)

Item No.4:- Providing and laying in situ cement Concrete and M-15 / laying in of trap/ granite / quartzite gneiss metal for foundation bedding including bailing out water, form work, compaction, curing, etc. complete.

Item No.5:-Providing and fixing in position steel reinforcement bar of various diameters for RCC piles, caps, footings, foundations,slabs, beams, columns, canopies, staircases, newels, chajjas, lintels,pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack weldingand supporting as required, etc. complete(including17/306)cost.

Item No.6:-Providing and laying in situ Cement Concrete of trap/ granite / quartzite /gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) Concrete M-25 for Footing

Item No.7:-Providing and casting in situ Cement Concrete of trap/ granite / quartzite /gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerin-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or reinforcement) Concrete M-25 For Column

Item No.8:-Refilling the trenches with available excavatedstuffwithsoftmaterial firstover pipelineand thenhardmaterial in15cm layers with all leads and lifts including consolidation,surcharging,etc.complete

Item No.9:- Providing and fixing in position steel reinforcementbar of various diameters for RCC piles, caps, footings, foundations,slabs, beams, columns, canopies, staircases, newels, chajjas, lintels,pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack weldingand supporting as required, etc. complete(including17/306)cost.

Item No.10:-Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement

Item No.11 :-Filling in plinth and floors / trenches with contractor's murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete.Bd-A-11/263)

Item No.12:-Provide first class burnt Brick masonry with conventional/1.S. type brick in cement mortar 1:6 in plinth including bailing out water manually, Striking joints on unexposed faces, pointing with cement mortar 1:3 on exposed face and watering etc. Complete.

Item No.13:-Providing internal cement plaster of 20 mm. Thick in single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface in all positions Including scaffolding and curing etc. Complete.

Item No.15:-Providing and applying plastic emulsion paint of approved quality,colourandshadeto newsurface in three coats including scaffolding, preparing the surface. (excluding primer coat) etc. complete

Item No.16:-Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc and one coat of anticorrosive paint and over it two coats of oil painting, of approved quality and shade, etc. complete (Bd-C-2/275)

Item No.17:- Providingand fixingcolour coatedZincalume( R ) AZ150 (min 150 gms/sq.mt. total oneachside profiledsheetsforroofing.Thefeedmaterialismanufacturedoutof nominal0.45mmBaseMetalThickness(BMT)(0.5mmTCT),Hi-strengthsteelwith min.550MPayieldstrength, metallic hot dip coated with Aluminium-Zinc alloy (55%aluminium43.4%zinc1.6%silicon)withCOLORBOND(R)steelqualitysuper durablepolyesterpaintcoat (withinorganic pigment). The paint shall have a total coating thickness of nominal35um,comprisingofnominal25umexteriorcoaton topsurfaceandnominal10umreversecoatonbacksurface.Profilesheetshallhavenom.950-1050mmeffectivecoverwidthandnominal25-30mmdeepribswithsubtlesquareflutinginthefivepanatnominal180-250mmcenter-to-center. Theend rib shall be designed for anti-capillary groove. and return leg. The feedmaterialshouldhave coilmanufacturers product detailsmarkeda regular interval. Including fastenerswithmin. fastenedwithmin. 25umZinc-Tinalloycoated,Hexhead, self drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre)

Item No.18:-Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension ?63.50 x 38.10 x 1.02 mm at weight 0.547 Kilogram/One Running Metre. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 Kilogram/One Running Metre. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 Kilogram/One Running Metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/One Running Metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With powder coating without box

Item No.19:-Providing and fixing M.S. grill 24 Kilogram/ One Square Metre of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and 3 coats of oil painting etc

Item No.20:-Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle sectionfitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fastarrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape withsquare bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet notless than 0.9 mm thickness and of any size at top and safety devices includingmechanical gear operation arrangement consisting of worm gear wheels and worms ofhigh grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S.62481979) (Without mechanical gear)