Extension of W/C O/L RD 295900-R Fatehabad Branch.

Amount

Earth work excavation in ordinary soil exclusive of compensation of earth dressed with a combined lead 30 metres including breaking of clods . HSR item No. 6.2 (b) ( C) (i) and 6.3 (i)

Excavation for pipelines running under pressure in trenches and pit, in open areas, where disposal of surplus earth is done alongwith the alignment including trimming & dressing sides, cutting joints holes, cutting trees and bushes etc., refilling consolidation and watering of refill, in 15 cm layers all kind of soils, not exceeding 2 mtrs depth including dressing of bottom and side of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonary, in 15 cm layers and restoration of unmettalled or unpaved surface to its original condition, including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fencing etc and outside the town in ordinary soil without timbering and shoring upto 1.50 mtrs depth. HSR item No. 6.8 (a)

Providing lowering, laying, cutting (cut surface to be uniformly finishes), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED 600 mm dia RCC NP2 MARKED WITH IS: 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respect to the satisfaction to the Engineer-in-charges. HSR item No. 28.60 A & C Slip No. 9 dated 04.11.2010

Cement Concrete 1:4:8 with brick ballast of 40mm nominal size in foundation and plinth. HSR item No. 10.36

First class brick work laid in cement sand mortar 1:5 in foundation and plinth. HSR item No. 11.3

10mm thick cement plaster 1:4 including cement rendering on plaster 1mm thick in fillet gola, nakkas and culverts. HSR item No. 15.5

Providing and fixing steel bar embedded plastic steps of size 263 mm x 165 mm of orange colour, conforming to specifications, in pump chambers, manholes etc having minimum 3 mm thick polypropylene polymer conforming to IS: 1 910 encapsulated on 12 mm dia ribbed steel bars as per IS : 1786 including cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, unloading, stacking, handling, re-handling etc complete in all respect to teh satisfaction of engineer-in-charge. HSR item No. 29.28 A&C Slip No. CZC -6 dated 03.07.2009

Providing and fixing of C I Nakkas 600 mm complete in all respect N.S on side walls of Hoddies directly to fields. (2 per Hoddies)

Kassi work undressed involving an average horizontal throw upto 2 metres and an average vertical lift upto 0.50 mtr i/c breaking of clods. HSR item No. 6.2 (a)

CC 1:2:4 for joint nakka level 20 mm nominal size foundation and plinth at HSR item No. 10.41

Providing and fixing of C I Nakkas 600 mm complete in all respect N.S on upper face of vertical pipe.

Supply of RCC Pannels of required size 33" x 33" at site of work as per approved drawing and design (As per CAD Authority) on side walls of small Hoddies above vertical pipe directly to fields.

Fixing of RCC Pannels of required size 33" x 33" at site of work as per approved drawing and design (As per CAD Authority) on side walls of small Hoddies above vertical pipe directly to fields.

Supply of RCC lid of required size 27" dia at site of work as per approved drawing & design (As per CAD Authority)

The Bajrang Bali Rawalwas Khurd Coop. L and C Society Ltd.