ARMO to WSS Dhara-Lapah (Phase Barshangher) in tehsil Sainj Distt Kullu H.P.

Amount

Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick jumper work. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Providing and laying cement concrete 1:4:8( 1cement:4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth.complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Providing form work with steel plates 3.15mm thick welded with angle iron 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 in all heights and removal of the same for insitu -reinforced concrete and plain concrete work in :

Flat surfaces such as soffits of suspended floors , roofs, landings & the like . Floors etc. up to 200 mm in thickness complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Vertical surfaces such as wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- I) Foundation and plinth.

Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level.complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Providing and Fixing of MS Fabricated Protection Panel 750 mm x 750 mm made with MS Angle 40 x 40 x 4 mm for frame, MS Angle 30 x 30 x 3 mm for cover, MS Flat 25 x 5 mm for fixing of sliding door bolt and MS Sheet 3.15 mm thick for protection of manhole covers of storage tanks including the cost of cutting and welding of MS angle, MS Flat & MS Sheet, embedding in RCC Slab by drilling holes in MS angle & in RCC slab, provision for providing and fixing sliding door bolt 300 x 16 mm, MS Handle 100 mm, Lock and applying a coat of red lead paint & painting two coat with steel paint (Firoza Blue) complete job in all respect in all leads and lifts and to the entire satisfaction of the Engineer - in - Charge.

Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Providing and fixing steel gate around Intake and storage tank complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Laying, jointing of GMS tube in trenches of following meter including providing and fixing tube fitting such as bends, tees, air valves, unions and collars etc. including carraige of GI pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately).