CONSTRUCTION OF CLASS ROOM 02 NO AT GIC OKHALDHUNGA BHIMTAL

Amount

Excavation by mechanical means/ manual means in foundation trench or drain (not Exceeding 1.50 m in width or 10 Sqm on plan) including dressing of sides and ramming of bottoms lift up to 1.5 m including getting out the excavated soil and disposal of surplus excvated soil as directed with in lead of 50 m. in all kind of soil.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m

Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering of 1:4:8 with cement coarse sand and 40 mm graded stone in foundation.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement

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).

Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Columns and footing

Reinforcement cement concrete work in wall ( Any Thickness) including attached Pilasters, butteresses, plinth, and string course fillet columns, posts, and struts etc, upto floor five level excluding cost of shuttering, centring, finishing and reinforcement 1:1.5:3 with cement sand and 20 mm stone ballast.

R.C.C. 1:1.5:3 for slab beam band and landing including all cost.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Reinforcement for R.C.C. Work Using Hard Drawn Steel Wire Fabric

Centring and shuttering including shutterings , ropng , etc and removel from foundation footing bases of columns.

Columns, pillers , piers,abutments,posts and struts.

Lintels,beams,plinth beams, girders,bressumers and cantilevers.

Suspended floors, roofs landing , balconies and access platform.

B/Work F.P.S. brick of class designation 75 in foundation and plinth with 1:4 cement and sand mortar including all cost of material labour T&P etc for proper complition of work.

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)

Half brick masonry with F.P.S. bricks of class designation 75 in superstructure abov plinth level upto floor V level in Cement mortar 1:4 (1 cement :4 coarse sand)

Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).

12 mm thick cement plaster 1:6 cement & sand mortar including supply of all labour material andT&P etc required for proper complition of work.

15 mm thick cement plaster 1:6 cement & sand mortar on rough side including supply of all labour material andT&P etc required for proper complition of work.

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Shoe (Plain)110 mm Shoe

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete

Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with L-Type section made of 1.60mm thick M.S. Sheet, joints mitred and welded and grinded finish profiles required size with 15x3mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primers.

Providing and fixing 35 mm th. ISI marked flush door shutters including stailness butt hinges with necessary screw conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer

Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.For the purpose of measurement the entire treated surface will be measured.

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. (a) 125 mm

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : ( 300x10 mm )

same as above but ( 150x10 mm )

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete ( 300x10 mm )

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125 mm

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :150x10 mm

Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete.

Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete.50x37x1.50 mm

Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. 200 mm weighing not less than 120 gms

Providing and fixing PVC Shoe (Plain) 110mm

Providing and fixing PVC plain bend 110mm

Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.

Excavation by mechanical means/ manual means in foundation trench or drain (not Exceeding 1.50 m in width or 10 Sqm on plan) including dressing of sides and ramming of bottoms lift up to 1.5 m including getting out the excavated soil and disposal of surplus excvated soil as directed with in lead of 50 m. in all kind of soil.

R.R.stone masonry laid in 1:6 c/s in Retaining and breast wall including supply of all materials,labour and t&p required for proper completion of the work

Cement concrete work with approved coarse sand & 16-22.40mm grit in proporation 4:2:1 including supply of all material, labour and T&P etc. required for th proper completion of work.

H.P. Stone filling in retaining walls, brest walls including supply of all material, labour, T&P etc required ror proper completion of the work

KISHAN SINGH MATIYALI