Providing FHTC to Village Nagani and other multi villages rural water supply scheme for part of block Nurpur and Fatehpur in Distt Kangra H.P. Pradesh SH C/O Infiltration Gallery 20 meter long)

Amount

Excavation in foundation trenches etc.for earth work in all classification of soil such as;spade,pick,jumper,blasting work,soft/hard rock etc.upto 1.50 mtr.,stacking the excavated soil within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc.consolidating each deposited layer by ramming,watering and then disposing of all surplus excavated earth.as per the satisfactions of the Engineer-in-Charge.

Providing and laying cement concrete 1:3:6 (1: cement :3 sand :6 graded stone agg. 40mm. Nominal size) & curing complete excluding the cost of centring & shuttering in foundation & plinth with in all leads and lifts.as per the directions and satisfactions of the Engineer-in-Charge.

Providing and laying cement concrete 1:1.5:3 (1: cement :1.5 sand :3 graded stone agg. 20mm. Nominal size) & curing complete excluding the cost of form work in foundation & plinth with in all leads and lifts as per the directions of the Engineer-in-Charge

Foundation,footing.bases of columns & the like & the mass concrete.with in all leads and lifts.as per the directions and satisfactions of the Engineer-in-Charge

Wall (any thickness,but not less than 0.10 mtr.thickness) attached pilasters,buttresses,plinth & string courses etc. from top of foundation level upto any floor level with in all leads and lifts.as per the directions and satisfactions of the Engineer-in-Charge

Providing form work with steel plates 3.15mm. Thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish i/c centering shuttering, strutting & propping etc, with wooden battens & ballies, height of propping & centring below supporting floor to ceiling not exceeding 4.00 mtrs. & removal of the same for insitu reinforced concrete & plain concrete work:-

Vertical surfaces such as wall ( any thickness) partitions & the like i/c attached pillasters, buttresses, plinth & string courses & the like with in all leads and lifts.as per the directions and satisfactions of the Engineer-in-Charge

Flat surface such as soffits of suspended floors, roofs, landing and the like floors upto 200mm. in thickness with in all leads & lifts.as per the directions and satisfactions of the Engineer-in-Charge

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3(1cement:3 sand) with in all leads and lifts.as per the directions and satisfactions of the Engineer-in-Charge

Providing and laying cement concrete 1:2:4 (1Cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete in :-

Suspended floors,roofs,landings.etc.upto floor two level with in all leads and lifts.as per the directions and satisfactions of the Engineer-in-Charge

Providing and laying of Tor steel reinforcement for RCC.work including bending,binding and placing in position complete upto any floor level.with in all leads and lifts.as per the directions and satisfactions of the Engineer-in-Charge

Steel work welded in built up sections,trusses & framed work i/c cutting, hoisting,fixing in position & applying a priming coat of red paint.In grating,framed guard bars,ladders,railing,brackets & similar works..with in all leads and lifts.as per the directions and satisfactions of the Engineer-in-Charge

Laying in trenches GMS/MS Tubes (L/M class) tube fitting (Earth work in trenches to be measured & paid for separatly) Foundation,footing.bases of columns & the like mass concrete.with in all leads and lifts.as per the directions and satisfactions of the Engineer-in-Charge

Scour Pipe 150 mm dia

Providing & fixing CI sluice valve of Kirloskar make (with hand wheel) as per IS:780 - 1984 Class-I upto 300 mm dia i/c brass spindle & as per 2906 - 1984 Class II for diameters more than 300 mm complete with bolts,nuts,rubber insertion etc,(The tail pieces if required shade etc.with in all leads and lifts.as per the directions and satisfactions of the Engineer-in-Charge

150 mm dia

Constructing chamber for Sluice Valves with CI surface box 100 mm top dia 160mm bottom dia & 180 mm deep (inside) with chainrd lid RCC top 1:2:4 mix (1:cement:2 sand : 4 graded stone aggregate 20 mm nominal size) 100 mm thick foundation concrete 1:5:10 (1 cement:5 sand: 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1:3(1cement : 3 sand ) finished with a floating coat of neat cement i/c curing complete. 600x600x750 mm inside size with 150 mm thick walls of RCC 1:2:4 (1:cement:2 sand : 4 graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways.upto all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.

Stone/Boulder filling behind long wall.facing towards U/S side.as per the directions and satisfactions of the Engineer-in-Charge

Providing & fixing CFRC man hole cover 500 mm dia.Internal diametres including frame weight 116 kgs.(The weight of frame 58 Kgs and cover weight 58 Kgs.) with in all leads and lifts.as per the directions and satisfactions of the Engineer-in-Charge

ASHOK KUMAR

suresh kumar gupta

sourav mahajan

ROHIT VERMA