SS Grills SAI Sports Hostel

Amount

2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas(exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposed earth to be leveled and neatly dressed –All kinds of soil.

2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)

4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

5.12 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for-Foundations, footings, bases of columns etc. for mass concrete-Using steel sheet with M.S. Frames.

5.9.2 Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. –Using steel sheet with M.S. Frames.

5.22.6 Reinforcement for RCC wok including straightening, cutting, bending, placing in position and binding all complete-Thermo Mechanically treated bars (TISCON/VIZAG/IISCO/SAIL/ JSW) including placing M30 grade Athees make cover block @ 60cm centre to centre.

6.1.1 Brick work with FPS bricks of class designation 35 in foundation and plinth cement mortor 1:4 (1 Cement:4 coarse sand).

13.1.2 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)

11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate

13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work.

18.8.2 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. 20 mm nominal outer dia Pipes .

18.49.1 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore.

31.161.1H Providing, laying and jointing UPVC pipes (Finolex/Jain) (0.6 Mpa) conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment, including cost of solvent cement, excluding UPVC specials such as bends,tees, threaded pieces, couplers, reducer, endcaps etc., complete all as per IS and CPWD specification. - 160mm dia.

NON-PSR Supplying and fixing 304 grade stainless steel vertical rails of 50mm dia 14 gauge pipes and 50mm dis SS pipes of 304 grade for horizontial pipes at top and bottom and 20mm dia SS pipe of 304 grade for internal design (as per the drawing enclosed). The rate includes cost of 50mm,28mm and 20mm dia SS pipes of 304 grade and welding charges, grainding charges and fixing in position in kerb wall with PCC 1:2:4 (1 Cement:2sand:4 aggregate of 20mm nominal size) etc. complete as directed by the Engineer-in-charge.

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