Repair Work At GOVT. UPPER PRIMARY SCHOOL JUNGINPURA Block KARAULI District KARAULI

Demolishing cement concrete muanually/ by mechenical means including disposal of material within 50 meter lead as per direction of engineer in-charge 1:3:6 or richermix.

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: in Cement mortor.

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

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

Gola Providing gola 75mm x 75mm in cement concrete 1:2:4(1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge) including finished with cement mortar 1:3(1 cement: 2 fine sand) as per standard design.

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

Copping: Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls(any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, copping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. M20 grade nominal Mix 1:1.5:3(1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size)

Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in cement mortat 1:6 (1-Cement: 6- Sand)

Providing & Fixing first quality WVC Urinal (IS:2556 mark) with 25 mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or srews etc. complete. Flat back (small) size 456x355x265mm.

P&F W.V.C. squatting urinal of standard make complete. Including cutting and making good the floor size 450x350mm.

Construction of saakage well in all types of soil, top 90cm portion in 450mm thick masonary with cm 1:6, 80mm thick stone slab covering, jointing of slab in cm 1:3, ralthal, kharanja, 40mm thick M-15 grade CC flooring, earth work etc. inner dia 90cm and 10 to 12 meter deep.

P&F G.I. Pipes with G.I. fitting excluding union and ms claims including cutting and making good the wall and floor.

15 mm dia

25 mm dia

P&F PVC Storage tank ISI mark of approved make with cover, 25mm dia 1.00 meter long G.I. Overflow pipe and 25 cm long wash out pipe with plug and socket including making connection etc. complete of approved design 500 ltr. Capacity

P/L in position cement concrete including curing compation etc. as specified grade work up to plinth level 1:4:8.

External Plaster : Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished 20 mm thick

P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia

Kota stone slab flooring 25mm thick laid over 20mm thick base of cement mortar 1:4 and jointed wit gray cement slurry mixed with pigment to match the shade of slab including rubbing and polishing for area of each slab 2001 to 5000 sq cm.