Aug of Sewerage Scheme for Mandi Town and Providing Sewerage facility to adjoining villages of Mandi Town Distt Mandi HP

Amount

Cutting in earth work and disposal of excavated earth work upto lead of 20 meter in all kinds of soil such as pick work, jumper work, blasting work, chiselling work soft/hard rocks where blasting is prohibited in all leads and lifts.

Excavation in foundation and trenches etc. (for pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of Gl pipes in trenches in 15 cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and timbering and dressing where ever required including restoration of un-metalled /metalled/paved surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respect.

Providing and laying in position cement concrete of specified grade excluding the costof certaining and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) in all leads & lifts.

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 (1) cement: 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)in all leads and lifts.

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 ills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:5:10 (1 cement: 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) in all leads and lifts.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement 1:5 coarse sand): 3 graded stone aggregate 20 mm in all leads and lifts.

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, huttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand) :3 graded stone aggregate 20 mm in all leads and lifts.

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° 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 entering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for all heights Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. in all leads and lifts..

Centering and shuttering including strutting, propping etc and removal of form for all heights Suspended floors, roofs, landings, balconies and access platform in all leads and lifts.

Centering and shuttering including strutting, propping etc and removal of form for all heights Edges of slabs and breaks in floors and walls under 20 cm wide in all leads and lifts.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level in all leads and lifts.

Fixing of Precast (SFRC) Manhole cover and frame, conforming to IS-12592-Part-1 1998 with latest ammendments 560 mm dia (Heavy Duty) in all leads and lifts.

Laying, jointing and testing in trenches centrifugally cast (spun) ductile iron pipes conforming to BIS 8329-2000 (latest with up to date amendments) in a length of 5.50 meters class K7 with cement mortor lining in side duty ISI marked including cost of Tyton (push or joints) fittings including testing of joints and rubber gasket (S&R quality) conforming to IS-92820-1989 (Earth work in trenches to be measured and paid for separetely) 600 mm dia in all leads and lifts.

BHUPENDER THAKUR (BID ID -511320)

KUSHAL SINGH RAGHAV (BID ID -511148)