Construction of 600mm dia Hume Pipe and Chambers from Jhojhu Kadma Satnali road to Dugrana Pond at village Jhojju in Provl. Divn. Charkhi Dadri

Amount

Earth work in excavation in foundations, 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 of all surplus soil, as directed within a lead of 30 metres (HSR item 6.6)

Earth Filling cusion over Hume pipe (a) earth filling under floors with surplus soul, excavated from foundation and taken only from outside the building plinth, in 15 cm layers including ramming watering and consolidating lead upto 30 metres (HSR 6.13 a)

Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth. (HSR 10.39)

Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. (HSR 10.41)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position complete in all respects. (HSR 10.82+10.95 a)

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

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

12 mm thick cement plaster 1:4 (HSR 15.4)

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade more for RCC work, where not included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc., and placing in position complete in all respect for all heights/depths/storeys/basement etc. Note: Reinforcement shall be measured in length including heoks, if any separately for different in diameter as actually used in work, excluding overlaps, wastage couplings, welded joints and palacing shall not be measured and cost of tyhese items shall be deemade to be included in the rates for reinforcement.

Providing, lowering, cutting, jointing and testing 600mm dia RCC pipe Class NP-3 as per IS 458-2003 with Spigot and socketed joints manufactured with ISI marked Sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked , antitermite as required at site , into trenches, for all depths and laying out the same to correct alignments, gradients and levels including dressing and trimming and cutting of concrete beds and sides of trenches , if required , Jointing with rubber rings in trenches and jointing with 1:1 ½ cement sand mortar and with end dowels filled with 1:1 ½ cement sand mortar and finishing the joints at angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in (HSR item No 29.38,29.44,29.45 & 29.46) including cartage , loading and unloading complete in all respects. Note:- Contractor shall supply bill of manufacture of pipes. Pipes should bear name of manufacturer and ISI mark along with bill duly valid ISI certificate of manufacturer should be supply. Without these bills certificate no payment shall be released. (HSR 29.96 v)

M/s Guru Construction Company, Ch. Dadri

SUSHIL KUMAR CONT

KALUWALA CONSTRUCTION PRIVATE LIMITED

SANDEEP KUMAR CONTRACTOR