Constt of waiting shed of Shamshanghat at Taraf sanji under B2V3

Amount

Eathwork in excavation by manual means in trenches for foundation, draind, cables etc (not exceeding 1.5 m in width) and for shafts, wells, cessitsand like not exceeding 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5m including getting out excavated earth and disposal of surplus excavated earth as directed to 1 m from cutting edge in all kind of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering including all leads, lifts and carriage of material by MT/H.L.-All work upto plinth level

1:5:10 (1Cement: 5 fine sand: 10 graded stone aggegate 40 mm nominal size) crushed

1:3:6 (1Cement: 3 fine sand: 6 graded stone aggregate 20 mm nominal size)

providing and laying in position specified grade of reinforced cement excluding the cost of centring shuttering, finishing and reinforcement-All work upto plinth level 1:1.5:3 (1 ce,ment:1.5 coarse sand: graded crushed stone aggregate 20 mm nominal size) including all leads, lifts and carriages of material by MT/H.L.

Reinforcement cement concrete work in walls ( any thickness), including attached pilasters,suspended floors, roofs, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and strusses etc. upto floor five level excluding cost of centering, shuttering, finishing and reinformcement 1:1.5:3 ( 1 cmenet: 1.5 coarse sand: 3 graded crushed stone aggregate mm nominal size)

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all completete thermo mechanically treated bars including all leads, lifts and carriage of material by MT/H.L.

Half Brick masonary with common burnt clay F.P.S. (non-modualar) Bricks of class designation 7.5 in foundation and plinth in Cement motar 1:4 (1 cement : 4 coarse sand)

Extra for Half brick masonarywith common burnt clayin superstructure above plinth level upto floor V level

Providing and Laying damp -proof 50 mm thick setting in position with cement concrete 1:2:4 ( 1 cement : 2 coarses sand : 4 stone aggregate 20 mm nominal size

Cement plaster ( in fine sand) having thickness 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)

Cement plaster ( in fine sand) having thickness 12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand)

Cement plaster ( in fine sand) having thickness 15 mm cement plaster of mix 1:6 (1 cement : 6 fine sand)

Centering and Shuttering of Formwork including strutting, propping etc and removal of form work

Foundation, Footing, bases of columns etc mass concrete

Columns

Suspended floor,roofs,landings,balconies and access platform

Edges of slabs and breaks and floors and walls above 20cms wide.

Beams, plinth Beams & slab beams

Banking excavated earth in layers not exceeding 20 cms in depth breaking clods, watering, rollingeach layer with 0.5 tonne roller, or wooden or steel rammers and rolling every 3rd and topmost layer with power roller of minimum 8 tonne and dressing up in embankments for roads , marginal banks and guide banksetc. lead upto 50 m and lift upto 1.5 m in all kind of soils

Carriage of the following material from source to site of works oincluding loading, unloading and stacking complete:-

Sand, stone aggregate below 40 mm nominal size within avg lead of 8 Km by MT

Stone aggregate 40 mm nominal size and above within avg lead of 8 Km by MT

M/S NATHA SINGH