Rehabilitation of Barwala Sub Minor from RD 0 to 19000-Tail (pipe channel) under CM Anc. Code No. 17753 dt. 11.12.2016

Amount

Earth work of slit-clearance of channel and drains work with a combined lead upto 7.5m

Kassi work undressed involving an average horizontal throw upto 2 meter, and an average vertical lift upto 0.05 meter including breaking of clods

E/work excavation in ordinary soils exclusive of compensation of earth dressed with a cobined lead 30 metres including breaking of clods

E/work excavation in all kind of soils including breaking of clods and dressing with all leads and lifts and all other allowances complete as per approved drawing/design and P.W.D. specifications

Dismantling of brick masonry laid in cemend sand mortar and sorting and stacking of serviceable material in stacks within 100 mtr. distance and disposal of waster material from the site as per direction of Engineer-in-charge in existing lining as per HSR Item No. 8.5(b)

Supply, fabrication, fixing and testing of stainless steel (SS-316) Manual coarse bar screen with flat bar 50mm X 10mm, spacing of bars 50mm suitable for mounting in channel of specified size with inclination not more than 45 degrees and a movable covered containers of 1 cum capacity complete in all respect as per technical specification and the direction of the engineer-in-charge. Manually raked coarse bars screen with 50mm clear opening for following peak flow and upto 3 mtr. channel depth : 20.1 MLD to 25 MLD

Providing bedding/ hunching for pipe with clean sand passing through IS sieve 2.36 mm and retained on 180 micron sieve in layers, including ramming, consolidation complete in all respect as per specification and the direction of the engineer with all lead and lift excluding screening, cleaning and washing etc.

Providing lowering, cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 which spigot & socketted joints manufactured with ISI 12330 with rubber rings ISI marked antitermmite as required at site, into trenches, for all depths and laying out the same to correct alignment, gridients and level including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber ring in trenches and jointing with 1:1 1/2 cement sand mortar and finishing the joints at an angle of 45 degree with face 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 un loading complete in all respects as directed by Engineer-in-charge. Note:- E/Work to be measured and paid separately - 1000mm dia

Providing lowering, cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 which spigot & socketted joints manufactured with ISI 12330 with rubber rings ISI marked antitermmite as required at site, into trenches, for all depths and laying out the same to correct alignment, gridients and level including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber ring in trenches and jointing with 1:1 1/2 cement sand mortar and finishing the joints at an angle of 45 degree with face 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 un loading complete in all respects as directed by Engineer-in-charge. Note:- E/Work to be measured and paid separately - 800mm dia

Providing lowering, cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 which spigot & socketted joints manufactured with ISI 12330 with rubber rings ISI marked antitermmite as required at site, into trenches, for all depths and laying out the same to correct alignment, gridients and level including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber ring in trenches and jointing with 1:1 1/2 cement sand mortar and finishing the joints at an angle of 45 degree with face 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 un loading complete in all respects as directed by Engineer-in-charge. Note:- E/Work to be measured and paid separately - 600mm dia

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas shelves etc. inclination not excedding 25 degrees with horizontal.

Design mix M-10 in foundation and plinth

Design mix M-15 in foundation and plinth

Design mix M-25 in foundation and plinth

First class brick laid in cement sand mortar 1:4 in foundation and plinth

20 mm thick cement plaster 1:4 in 2 coats work

Painting one coat with ready mixed paint for mettallic sufacesin allshades on old steel or iron work

Fe-500 TMT bars for R.C.C work, where not included in the complete rate of R.C.C including bending and placing in position complete.

Providing & fixing steel bars embeded plastic step

Providing and fixing SFRC Manhole covers and frames marked with IS : 12592 including setting the same to correct lines and levels in 1:2 cement sand morter over manhole including carriage loading, unloading stacking handling rehandling etc. complete in all respect to the satisfaction of Engineer-in-charge. Type: Extra Heavy Duty Set (EHD-35) 560 mm clear opening

Providing &fixing gates and gearing system complete in all respect as per approved desgin/drawing and specification.

Dismantling of road including soling and wearing coat, screening and stacking of old serviceable material

Removing hump pipe NP3

Credit for brick masonry

Credit for RCC pipe NP3 600mm dia

The Swami Ji Co-Op L and C Society Ltd., Jind