Construction of Outer Facade OHWT Mumty and Horticulture work at Sambhagiya Kar Bhawan (Tax Facilitation and Support Centre) at Plot No. J-13 at Jhalana Institutional Area Jaipur (Excluding cost of Cement)

Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :

Walls (any thickness) including attached pilasters, buttresses plinth and string course.

Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.

Columns, pillars, posts and struts etc.

Add extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan are is to be measured)

Add extra for centering and shuttering work in superstructure above floor five level for each four floor or part thereof .

Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix

Add extra for RCC work in superstructure above floor five level for each four floor or part there of

Add extra for providing richer mixes respectively at all floor levels

Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix.

Providing M-30 grade concrete by using cement as per codal provision instead of M-20 grade design mix.

Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)

Thermo-mechanically Treated bars (Conforming of relevent IS code)

Add extra for reinforcement in superstructure above floor five level for each four floor or part thereof .

Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide

Extra if square,rectangular hollow tubelar sections are used or grill made by flats only

Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membran @ 0.40 Itr/sq.mt. by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscosity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorized applicator of the manufacturer of membrane. 3 mm thick

Extra for covering top of membrane with Geotextile, 120gsm non woven, 100% polyester of thickness 1 to 1.25mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation.

Providing and fixing aluminum work for doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285, fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and the directions of Engineer- in – charge .(Glazing and paneling to be paid for separately)

For fixed portion

Powder coating aluminum ( minimum thickness of powder coating 50 micron)

Providing and fixing Structural glazing work with toughened glass of 6mm thick and reflective colour as approved in dark shade like Blue/Dark Blue etc. with frame work of curtain section 65x60mm (Weight 1.64 kg/m min.) made of aluminium with chrome plating. Internal frame work will also be of curtain section 65x60mm of chrome plated aluminium section with20x20mm aluminium tube section and structural spacer made of rubber. The aluminium frame work size as per instruction of Engineer-in-charge and including openable panels with all necesary sections and fitting.The work include silicon structural adhesive for complete gripping of glass with framing members and silicon weather seal sealant to prevent moisture/water through joints. Glass will be fixed in plumb and with uniform spacing of 10-12mm wide duly filled with silicon weather seal sealant. The work includes all labour,scaffolding , structural aluminium work, toughened glasses,silicon weather seal sealant, silicon structural adhesive structural spacer, all accessories like handles, peg stays, M-15 grade cement concrete for fixing holdfast .(Face area of glass shall be measured)

Providing and Fixing Aluminium composite panel of approved make 3mm thick with 0.5mm thick skin & PVDF coated approved shade for wall panelling. Main framing work to be done using 50mmx25mmx1.6mm tubular section of approved make. Stainless steel screw to be used to fix the ACP panel to be fixed to the main frame with industrial adhesive tape and panel groove to be sealed with weather proof silicon sealant suitable for glass/aluminium etc. complete in all respect as approved by Engineer-in-charge.

Providing and fixing stainless steel railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

Horticulture Item's

Supply of dry manure including loading unloading,transportation & stacking at site.

Vermi compost

Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc

Good soil of earth

Supply of different varieties of palms in poly bags/earthen pot according to height growth and age of plant at site including loading unloading and transportation etc. complete

Bottle palm 5 to 8 feet

Fox tale palm 5 to 8 feet

Fish tale palm 5 to 8 feet

NON BSR ITEM'S

Expansion Joint Treatment :- Providing & Fixing of flexible thermoplastic expansion Joint sealing tape (TPE) having thickness 2mm and width 200mm. The service temperature of the tape in dry condition should be - 30°C to + 60°C. The Pull off bond strength should not be less than 12Mpa. The sealing tape should be sealed with 2K Thixotropic epoxy adhesive having Pull Strength between TPE tape and concrete after 7 days as 15Mpa. The Item includes prior filling of expansion joint with EPE foam & poly sulphide sealant and also providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 Itr/sq.mt. by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscosity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete.

Sealing of floor core cuts after the pipes have been laid by caulking the excess gaps by POP from bottom and filling high strength non shrinkage cementitious grout Conbextra GP2 from Fosroc or equivalent) over a base of Polymer bonding agent (Tapecrete P151 from Cico Technologies Limited or equivalent). After proper drying of the grout a ring to be formed around the pipe by a Coat of Acrylic Polymer (Tapecrete P151 from Cico Technologies Limited or equivalent) admixed with cement in recommended ratio as an waterproofing membrane system having a horizontal and vertical overlap of 150mm on pipe and floor respectively complete as per direction of Engineer In- Charge .

Pipe dia up to 110mm

Pipe dia 110 to 160mm

Providing & Fixing 10mm dia GI Rod with Dash Fastner 10mm dia necessary Bolt, washer etc. Including GI Channel for Hanging the PVC/CPVC line through slab, beam etc. Including all labour, Scaffolding machinery and tools etc. complete as per direction of Engineer In- Charge .

GI Channel length up to 300mm

GI Channel length 300 to 600mm

Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 meter centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S.Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintain igniting serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevation area of the scaffolding shall be measured for payment purpose.(2)The payment will be made once only for execution of all items for such works.