Construction of a two-storey hostel at the Shastra Training Institute, Haridwar

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level. 1:5:10 (1 cement: 5 coarse sand: 10graded stone aggregate 40 mm nominal size DSR 4.1.10

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) DSR 5.1.2

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:4 ( 1 cement : 4 coarse sand )

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 ( 1 cement : 6 coarse sand ) DSR 6.1.2

Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement :5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stoneaggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofshaving slope upto 15° landings, balconies,shelves, chajjas, lintels, bands,plain window sills,staircases and spiral stair cases above plinth level upto floor five level,excludingthecostofcentering, shuttering, finishing andreinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-lll) derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources).

2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30 cm in depth,1.5minwidthaswellas0sqmonplan)includinggettingoutanddisposal of excavated earth leadupto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge2.6.1 All kinds of soil

Brick work with F.P.S. bricks of class designation 75 in superstruct level upto floor V level in all shapes and sizes in 1:6 DSR 6.4.2

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)