Rehabilitation of Daulatpur Minor from RD 7500 to 17800-Tail (pipe channel) under CM Anc. Code No. 17746 dt. 11.12.2016

Amount

Earth work of silt clearance of channel and drains

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

Earth work excacation in ordinary soils exclusive on compensation of earth dressed with a cobined lead 30 meters including breaking of clods

Earth 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. spcifications

Dismantling of brick masonry laid in cement sand mortar and sorting and stacking of serviceable material in stacks within 100mtr. Distance and disposal of waste material from the site as per direction of Engineer-in-Charge in existing lining

Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal.

Design mix concrete of grade M-10 in foundation and plinth

Design mix concrete of grade M-15 in foundation and plinth

Design Mix Cement concrete grade M-25 for reinforced concrete work but excluding steal reinforcement centering and shuttering in foundation and plinth

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

20mm thick cement plaster 1:4 in two coats work.

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 degree and a movable covered containers of 1 cum capacity complete in all respect as per technical specification and the direction of the Engineer. Manually Raked Coarse Bar Screen with 50 mm clear opening for following PEAK FLOW and upto 3mtr. channel depth. (30.1 MLD to 35 MLD)

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

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 inculding 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.The internal diametric of the sewer being: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 inculding 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.The internal diametric of the sewer being:700mm 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 inculding 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.The internal diametric of the sewer being:600mm dia

Providing and fixing SFRC MANHOLE OVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking handling re-handling etc. complete in all respect to the satisfaction of engineer in charge. Type: Extra Heavy Duty set (EHD-35) 560mm clear opening

Providing and fixing steal bar embedded plastic step

Providing and fixing gate and gearing at head

Credit for brick masonary

LAL CHAND COMPANY