Balance Work for Lift Water Supply Scheme to PC Habitation of G.P. Bihun and Nauhali along with House Hold Connections in Tehsil Joginder Nagar Distt. Mandi H.P.SH Construction of 1 No. RCC Storage Tank of 135000 Lit. Capacity and 10 Nos. RCC Sto

Amount

Excavation in foundation and trenches in earth work upto all depth in all kinds of soil such as pick work jumper work,blasting work,chiselling of soft /hard rock where blasting is prohibited in all leads and lifts and including trimming of sides levelling of bed to correct grade stacking the excavated soil in 15cm.layers when required into plinth sides of foundation including consolidating each deposited layer by ramming and watering and then disposing oof all surplus excavated soil as directed in all leads and lifts and soring/strutting timbering and dewatering where ever required to the entire satisfaction of the engineer-in-Charge.

Providing and laying cement concrete 1:4:8 ( 1Cement : 4 Sand :8 Graded stone aggregate 40 mm nominal size) & curing complete excluding the cost of centring & shuttering in foundation & plinth.

Providing & laying cement concrete1:1.5:3 (1Cement:1.5sand:3 graded stone aggregate 20mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :-

Foundation,footing,bases of columns and the like & mass concrete.

Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level

Suspended floor,roofs,landing & shelves & their support balconies,beams,girders,bressumers & cantilever upto floor level.

Providing Tor steel reinforcement for RCC work i/c bending,binding & placing complete upto floor two level.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens and ballies,height of propping and centring below supporting floor to ceiling not exceeding 4.00 Mtrs. and removal of same for in situ-reinforced concrete & plain concrete work in:

Vertical surfaces such as walls (any thickness) partitions and the like including attached buttresses,plinth and string courses and the like.

Flat surfaces such as soffits of suspended floors , roofs,landings and the like.Floors etc up to 200mm in thickness.

Edge of slabs & Breaks in floors & walls under 20 cm wide complete in all respect and as per the entire satisfaction of Engineer-In-Charge.

Arches (Dome) in all respect and as per the entire satisfaction of Engineer-In-Charge.

Prov. & fixing Man hole cover with frame 500 mm dia (Medium Duty) total weight of frame and cover should not be less than 116 Kg (Weight of Frame 58 Kg and weight of cover 58 Kg. with in all leads and lifts.

Laying in trenches GMS Tubes (L/M class) tube fitting (Earth work in trenches to be measured & paid for separately)

65 mm dia

80 mm dia

100 mm dia

125 mm dia

Providing 200 mm wide cast iron rungs with chequered or ribbed non slip surface including fixing in manholes with 200 x 200 x 100 mm cement concrete 1:3:6 (1 Cement : 3 Sand : 6 Graded stone aggregate 20 mm nominal size) with in all leads and lifts.

Providing and Fixing C.I. ventilating pipe 100 mm dia, 1 Mtr. Heigh with C.I. cowl fixed at top with in all leads and lifts.

Providing and fixing Brass full way Wheel valve with wheel of following size.

65 mm dia

80 mm dia

100 mm dia

1.20 metre heigh fencing (as per approved design) 1.60 metres R.C.C. posts 3 metres centre to centre and R.C.C. struts with horizontal lines and two diagonals of galvanised steel bar bed wire (IS 278-1962 type-I) weighing 9.38 Kg/100 Metres (minimum) strained and fixed to postsby typing to 6 mm galvanised steel bar nailes/ clips with G.I. binding wire including cost of Excavation, R.C.C. posts, R.C.C. struts and staining belts and embeded in cement concrete 1:4:8 (1 Cement : 4 Sand : 8 graded stone aggregate 40 mm nominal size) and curing complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Wire crates made of G.I wire filled with boulders with square cut faces against the wire(boulders filling to be measured & paid for separately) with G.I wire 5.00 mm thick corresponding to(SWG-6)of 15x15cm mesh in apron (1.25x1.25x0.50 m) including carriage of materials within all leads and lifts.

Wire craye made of G.I. wire filled with boulder with square cut faces against the wire (Wire crates to be measured and paid seperately) complete with in all leads & lifts as per the entire satifaction of Engineer-in-Charge.

VIPAT RAM

Jagdish