Construction of Dome type RCC water storage tank of capacity 2.00 lakhs ltr to fulfill water demand of link Sadan, Suket Sadan, officer Club and model School near Model school BBMB Sundernagar.

Dismantling of steel tank & pipe line into scrap including cutting of M.S. Bars, Steel, cool line G.I. pipes & special C.I. Manhole covers, steps & other casting & ancillary Misc. items like lead, hemp yarn etc. including loading, unloading & carriage upto 3 KM and carriage of material to store sundernagar & Including clearing the site from rusting and muck etc. outside the BBMB reach.

Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street /Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects. (a) Earth work upto 1.5 m. Depth (ii) For Ordinary soil having gravel upto 40%

Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. (i) 100mm i/d

Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) B Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. (i) 50mm i/d

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

Cement concrete 1:4:8 (b) With stone aggregate 40mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including. attached pilasters, buttresses etc when curved.