Primary Health Centre Building at Kholanal Teh. Balichowki Distt. Mandi H.P. SH Construction of Site Development, Building portion,W.S , S.I Septic Tank and Rain water harvesting system

Excavation work by mechanical means (Hydraulic excavator)/ manual means infoundation trenches or drains (not exceeding 1.5m (one point five metre) in width or 10 sqm (Ten squaremetre) on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m (one point five metre), including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m (Fifty metre). All kinds of soil. including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :1:5:10 (one cement : five coarse sand : ten graded stone aggregate 40 mm (forty millimetre) nominal size). including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Making plinth protection 50 mm (fifty millimetre) thick of cement concrete 1:3:6 (one cement : three coarse sand : six graded stone aggregate 20 mm (twenty millimetre) nominal size) over 75 mm (seventy five millimetre) thick bed of dry brick ballast 40 mm (forty millimetre) nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Constructing Course rubble hammer dressed 'U' shape open surface drain with side wall. 15x22 cm (fifteen into twenty centimetre) in cement mortar 1:6 (one Cement : six Sand) and inside plastring with cement plaster 1:3 (one Cement: three Sand) including earth work and laying 10 cm (ten centimetre) cement concrete in 1:5:10 (one Cement : five Sand : ten graded stone aggregate) of 40 mm (forty millimetre) nominal size and 7.5 cm (seven point five centimetre) cement concrete 1:2:4 (one Cement : two Sand : four Graded stone aggregate of 20 mm (twenty millimetre) nominal size and finished with a floating coat of neat cement complete as per standard design including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (one cement : five coarse sand: ten graded stone aggregate 40 mm (forty millimetre) nominal size) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Cement concrete flooring 1:2:4 (one cement : two coarse sand : four graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm(forty millimetre) thick with 20 mm (twenty millimetre) nominal size stone aggregate including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge .

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° (fifteen degree) landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (one cement : one point five coarse sand : three graded stone aggregate 20 mm (Twenty millimetre) nominal size) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (one cement : one point five coarse sand : three graded stone aggregate 20 mm( twenty millimetre) nominal size) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge