repair of existing underground water harvesting pond and construction of pucca water channel making existing katcha water channel into pucca water channel at KVK Sadalpur

Amount

Loading , unloading for sand /earth. (HSR 4.1[a])

Disposal of surplus excavated soil with a lead of 3 K.M. excluding loading, unloading {HSR 5.2(b)}

Earth work excavation in ordinary soil exclusive of compensation of earth- {HSR 6.2(b)} (b) earth-work undressed with a combined lead upto 15 metres including breaking of clods

Earth work excavation in ordinary soil exclusive of compensation of earth- Lead When overall lead is upto 60 metres- (HSR 6.2[c]) (i) Extra for every 7.5 metres additional lead beyond 15 metres, but upto 60 metres by manual mean

Earth work in excavation in foundation, trenches, etc., in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal soil, as directed within a lead of 30 metres. (HSR 6.6)

Dismantling brick work, tile masonry or tile lining and tile terracing. (HSR 8.5[b]) (b) in cement

Scraping {HSR 8.32 (c )} (c) Cement plater

Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth.{HSR 10.28}

First class brick work laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.4)

First class brick work laid in cement sand mortar 1:5 in first storey up to 4 metres above plinth level. (HSR 11.8)

Conglomerate floor 50 mm thick cement concrete topping 1:2:4 (HSR 14.10)

12 mm thick cement plaster 1:3 (HSR 15.4)

Cement pointing 1:3deep variety on brick and tile work (HSR 15.61)

Cement rendering on plaster 1 mm thick (HSR 15.75)

Double layer tile lining for water storage tanks, consisting of:- (i) 10 mm thick cement mortar 1:5 in sub-grade (ii) First layer of 3.81 cm thick tiles of 22.86 cm x 11.43 cm: laid in 1:5 cement mortar, as mentioned above (iii) Sand wiched plaster 1:3 cement mortar 15 mm thick (iv) Second layer of tiles, laid in 1:3 cement mortar, with 6 mm mortar over sand wiched plaster, including cost of dressing sub-grade, scaffolding and curing, etc., complete in all respects-{HSR 19.26 (b)} (b) on side slope

Single layer tile lining for water storage tanks, consisting of:- (i) Sand wiched plaster 1:3 cement mortar 15 mm thick (ii) Second layer of tiles, laid in 1:3 cement mortar, with 6 mm mortar over sand wiched plaster, including cost of dressing sub-grade, scaffolding and curing, etc., complete in all respects-{Based onHSR 19.26 (b)} (b) on side slops

Racking out joints in cement mortar (making zhiri in existing tile lining on sides slopes ) uprooting the grass and preparing the surface for re-pointing including disposal of rubbish with a lead of 2 K.M. complete in all respect as directed by the Engineer-in-charge. (NS)

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