Construction of Convenient Shops and Multipurpose Community Hall at Santhosh Nagar Scheme

Providing and laying in position, Standardized Concrete Mix M-30 Grade in accordance with IS 456-2000, using 20mm and downgraded hard broken granite stone jelly for all RCC tems of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticizer super plasticizer) recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg of M-Sand, but excluding cost of reinforcement gril and fabricating charges, centering and shuttering and also including laying. vibrating with mechanical vibrators, finishing. curing. etc. and providing fixtures like fan clamps in the RCC floor roof slabs wherever necessary without claiming extra, etc complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials) In All floors.

Earth work excavation for foundation with all leads and lifts in all soils and subsoil’s to the required depth as may be directed except hard rock requiring blasting inclusive of shoring strutting and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layers of 15 cm thickness well consolidated depositing the surplus earth in places shown and leveling the site with all initial leads and lifts etc complete complying with relevant standard specification etc complete in all respects as directed by departmental officers.

Filing in foundation and basement with M-Sand in layers not exceeding 15 cms thick well watered rammed and consolidated complying with relevant standard specification including the cost of Supplying M-Sand etc., complete in all respects as directed by the departmental officers.

Refilling with selected excavated earth other than M-Sand complying with relevant standard specifications for refilling in foundation and basement including spreading in layers not exceeding 15cm thick, watering and consolidation by hand ramming, etc., complete in all respect as directed by the departmental officers

Filling in foundation and basement with Quarry dust in layers not exceeding 15 cm thick well watered rammed and consolidated complying with relevant standard specification including the cost of supplying Quarry dust etc., complete in a respects as directed by the departmental officers

Cement concrete 1:4:8 (one of cement, four of M-sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing, etc complete in all respect as directed by the departmental officers.

Supplying fabricating and placing the following kinds of steel grills for reinforcement Fe 500D Grade steel reinforcement bars as per IS 786:1979 for all reinforced cement concrete works such as plinth beam, lintels, beams, sunshade, roof and floor slabs etc., including cost of steel and fabricating the reinforcement grills in position etc., complete in all respect as directed by the departmental officer ( In all floors) (The rate to include the cost of binding wire steel also, steel rods for all sizes)

Providing form work for centering, shuttering etc., for all reinforced concrete work such as plinth beam, raft beam, raft slab, grade beam etc., including strutting and shuttering wherever required using MS sheets of suitable size of BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., complete in all respects as directed by the departmental officer. (for column footing, Grade beam / Plinth beam)

Providing form work for centering, shuttering etc., for all reinforced concrete work like slab, beams, lintels, loft etc., including shuttering, upto 3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., complete in all respects as directed by the departmental officer. (For Slabs, Lintels & Lofts)

Providing form work for centering, shuttering etc., for all reinforced concrete work like lintels, window boxing etc., including shuttering, upto 3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joist of size 10 cm x 6.5 cm (spaced about 91cm centre to centre) distance and supported by casurina props of size 10cm to 13cm dia (spaced at 75cm centre to centre) and removing the same after a specified period without damaging RCC works in all floors etc complete in all respects as directed by the departmental officer. (Sunshade/Window/Boxing / column)