REPAIR OF DRAIN IN ZONE No. 3, BHILWARA

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, 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 lead of 50 mtr. All kinds of soil.

Demolishing cement concrete including disposal of material within 50 meter lead :1: 4: 8 or leaner mix.

Silt clearance of drains, channels and canals with lift 1.5 Mtr. and lead up to 50Mtr.

Repair to stone masonary in cement sand mortar 1:6 with old and new stone.

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 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size

Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement M20 Grade nominal mix (with graded stone aggregate 20mm nominal size)

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

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.

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

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

The Carriage rates of materials given in this chapter include loading, unloading and cost of stacking. The carriage rate includes Contractor's profit also. Earth, sand, gravel, u/s kankar, lime, flyash, morrum, manure or sludge. For 1 KM.

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 M20 grade Nominal Mix (with graded stone aggregate 20mm nominal size)

Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick .

Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand).

Brick masonry in foundation and plinth with bricks of class designation 75 in : Cement mortar 1 : 6 (1 cement : 6 coarse sand)

Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . 50mm thick.

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, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate.

Providing stone slab covering over drains including filling of joints in cement sand mortar 1:3 with 35mm thick cement concrete flooring 1:2:4 mix complete with good finish with : Stone slab 100 to 150 mm thick average

REFIXING OF INTERLOCKING BLOCK

Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement)M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004

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