56 - Construction of Dhobi Ghat at Gambhiri River Near Hajareshwar Bridge, UIT Area, Chittorgarh

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.

Providing and laying in position cement concrete including curing compaction etc. Complete in specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken aggregate 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 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 mortar 1:4( 1 Cement : 4 Sand )

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

Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.

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 five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)

Providing and laying in position specified grade of cement concrete for 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 and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix

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

Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :12mm thick

Fine dressed & machine cut edges 30-35 mm thicksand stone flooring over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) jointed grey cement slurry mixed with pigment to match the shade of stone complete as per design drawing and instruction of EI.

Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7m×3m×0.6m each divided into 1.5m compartments by cross netting, made from 4mm galvanized steel wire 232 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:2721 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100×100mm, filled with boulders with least dimension of 200mm, all loose ends to be tied with 4mm galvanized steel wire complete in all respect. (MoRTH specification : clause 2503.3).

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 up to 50 meter and with all lift.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

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