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Requirement :
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Various works in psychiatry and radio therapy department at mdm hospital, jodhpur (excluding cost of cement).
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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. , all kinds of soils, providing and injection chloropyrifous emulsifiable concentrate 20 % with 1 % concentration for pre-constructional anti termite treatment as per is 6313 part iii and amended from time to time and creating a continous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (plinth floor area only shall be measured for payment.), providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering all up to plinth level.136 (1cement 3 course sand 6 graded stone aggregate 20 mm nominal size, filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidating each deposited layer by ramming and watering including lead upto 50mtr. and lift upto 1.5mtr., filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand., random rubble stone masonary for foundation and plinth in cement sand mortar above 30 cm. thick wall in cement mortar 16 (1-cement6-sand)., providing and laying in position specified grade of reinforced cement concrete including curing compaction finishing with rendering in cement sand mortar 13 (1-cement3-coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. all work up to plinth level 11.53 (1-cement1.5 coarse sand3-graded stone aggregate 20 mm nominal size), reinforced cement concrete work in beams, suspended floors, roofs, girders having slopes up to 15o , landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases, up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 13 (1-cement3-coarse sand) and making good and joints excluding the cost of centering, shuttering and reinforcement with 11.53 (1-cement1.5 coarse sand3-graded stone aggregate 20 mm nominal size)., centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level., centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, forsuspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc.add extra for using steel props and bressings etc. instead of wooden mamber , centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, forsuspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc.add extra for using steel props and bressings etc. instead of wooden mamber. add extra for doing centering and shuttering work for each subsequent storey., centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, forcolumns, pillars, posts and struts etc. add extra for using steel props and bressings etc. instead of wooden mamber , 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 three level.tremo mechanically treated bars (tata, sail), brick masonary in superstructure up to third storey. with bricks of class designation 75 mm in cement mortar 16 (1-cement6-coarse sand)., half brick masonry in foundation & plinth using bricks of designation 75 with nominal hoop rainforsed (2 nos. 6mm ms bar) at every fourth course in for hoop rainforcement 1sqm. 6mm ms bar.cement mortar 14 (1-cement4-coarse sand).add extra over item for half brick masonary in superstructure up to third story., random rubble stone masonary for superstructure and plinth in cement sand mortar up to 30 cm. thick wall in cement mortar 16 (1-cement6-sand).extra over wall 30cm and less thichness, extra for subsequent storey or height of 4.5 mtr. or part thereof for all masonary work.(quantity in cum.), i floor, extra for facing as per design and detailed specifications including additional cost of stones over item for course rubble facing first sort., extra for facing as per design and detailed specifications including additional cost of stones over item for course rubble facing second sort., add extra for rock facing with porper projection and chisal dressing of edges of stone 2 line dressing for building corners,jambs including uniform joints., deep groove pointing on stone masonry in white cement sand mortar (13) with colour pigment of approved shade for all type of masonry incl. racking of joint as per specification complete in all respect., finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding new work (three or more coats)., providing and fixing granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills, counters. floors etc. laid on 12mm (av.) thick base of cement mortar 13 jointing with white cement mortar 12 (1 white cement 2 marble dust) with pigment to match the shade of the marble slab complete including grinding, rubbing and polishing ofjhunjhunu / jalore (red / choclate colour)size above 3600 cm2, supplying and fixing ashlar coping moulded and counter slopped 7 to 10 cm. thick (2 line dressed) (normal length of single piece not less than 0.90m) soorsagar or eqvt. white ashlar, providing batta (gola) 75mm x 75mm in cement concrete (124) including finished with cement mortar 13 as per standard design., plaster on new surface on walls in cement sand mortar 16 including racking of joint etc. complete fine finished 20 mm thick., grading roof water proofing treatment with cement concrete 124 (1-cement2-coarse sand 4-graded stone aggregate 20mm nominal size)., providing and laying water proof, heat proof and acid proof glossy polymer nushar's wall laminate (putty) compound which is in paste from. after cleaning the existing surface with wire brush or steel grade emery paper and wash properly and drier by use the compressor or air pump step 1 apply 1st coat of master coat over the plastered wall/wood and iron doors etc. then apply 2nd coat after drying completely. ist/2nd coat (drying period 1-2 hours). steps 2 the third and fourth coat of wall laminate (putty) should be applied for glossiness and levelling purpose. final coat to cure in 20-24 hours before use. after curing the surface should be rubbed with emery paper of no. 400, 800 and 1200 for high gloss finish., wall painting with plastic emulsion paint of approved brand and manufacture to give
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