Consrtuction of Ranga Mandir in Vinayak colony Garden at ward no 47

Consrtuction of Ranga Mandir in Vinayak colony Garden at ward no 47

Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution li...

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS...

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tyin...

Percentage Additionalities for Formwork, Centering & Scaffolding). Foundation upto Plinth a. Isolated footing 8% on finished rate of concrete per m3. vol 1, page no 111, item no Addendum 1

Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with supe...

Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes...

Percentage Additionalities for Formwork, Centering & Scaffolding). Foundation upto Plinth RCC Columns /Shaft (Slip Centring 70% on finished rate of concrete per m3, vol 1, page no 111, item no Addendu...

Percentage Additionalities for Formwork, Centering & Scaffolding). Foundation upto Plinth Beams of Building 50% (Slip Centring 50% on finished rate of concrete per m3, vol 1, page no 111, item no Adde...

Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2...

Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6

coarse sand : 12 graded stone aggregate 20 mm nominal size) up...

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by r...

Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading...

Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required

smooth rendering, providing and removing scaffolding, includi...

Providing and laying Polished Sadarahalli Grey Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of

the building all complete as per the architectural d...

Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for

kitchen platforms, vanity counters, window sills, facias and ...

Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of appro...

Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G...

Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy prim...

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and for...

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Vol-3 Page no 15 Item no 3.1