Construction of FIS Bhatrog in GP Poka Tehsil Kamroo District Sirmour HP

Amount

Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work decomposed conglomerate saturated soil soft and hard rock upto all leads lifts stacking the excavated soil not more than 3mtr. Clear from the edge of the excavation and then returning the stacked soil in 15cm layer when required into plinth side of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads, lifts and as per direction of Engineer in charge.

Providing and laying cement concrete 1:4:8 (1cement:4app.sand:8app.graded stone agg. 40mm nominal size) and curing complete excluding the cost of form work in foundation & plinth in all height and depth including all leads lifts and carriage of material at site and as directed by the Engineer in charge.

Providing and laying reinforced cement concrete work 1:1-1/2:3 (1cement :1-1/2 sand : 3 graded stone agg. 20mm nominal size and curing complete excluding the cost of form work in reinforcement for RCC work including all leads lifts complete and carriage of material etc. as per directions of Engineer in charge.

(a) Foundation and plinth

(b) Wall (any thickness but not less then 0.10 thick) attached pilasters, buttress and the like

Providing form work with steel plates 3.15 thick welded with angle iron in frame 30X30X5mm so as to give rough finish including centering shuttering strutting and propping etc. with wooden battens and bellies, highs or propping and centering below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu- RCC work and PCC work including all leads lifts and carriage of material at site and as per direction of Engineer in charge in : -

a) Vertical surface such as walls (any thickness)

b) Flat surfaces such as soffits of suspended floor roofs landings like up to 200 mm in thikness

Providing and laying reinforced cement concrete 1:2:4(1cement :2app.sand: 4app. graded stone agg.20mm nominal size )and curing complete excluding cost of form work & reinforcement in suspended floors, roofs, shelves & supports, balconies beams etc. upto floor in two level in all height and depth including all leads lifts & carriage of material at site and as per direction of the Engineer-incharge.

Providing Tor Steel reinforcement for RCC work including bending, binding, and placing in position complete up to floor two level including all leads, and carriage of material at site and as directions of the Engineer in charge.

Excavation in drain and channel etc. in earth worklift up to 1.5 mtr stacking the excavated earth not more than 3 mtr. Clear from the edge of excavation and then returning the stacked soil in 15 cm layer when required in to plinth, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus earth with in a lead as per the direction of Engineer In charge complete in all respect

Laying, jointing G.I. pipes of various dia in trenches (earth work in trenches to be measured and paid separately) for stand post including all leads lifts and carriage of material at site and as direction of the Engineer in Charge.

32mm dia(L)

40mm dia(L)

50mm dia(L)

Laying, testing & commissioning at site in trenches bevelled ended GI pipes of various grades conforming to IS/ ISO 1239 with upto date amendements having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall haves zinc coating inside & out side conforming to IS-4736-1986 or latest with upto date amendments. The laying shall conform to BIS 5822-1970 or latest with upto date amendments to the entire satisfaction of Engineer-in-charge (Earth work shall be measured and paid for separately).

Providing and fixing fullway wheel valve of superior quality in all respect

32mm dia(L)

40mm dia(L)

50mm dia(L)

65mm dia(L)

80mm dia(L)

Providing welding and fixing M.S plate flanges of following dia (nominal bore) of following flanges Table conforming to IS 6392-1971 or latest with upto date amendments to MSERW/G.I. pipe after every 100 metres or as per site requirement including cutting of pipes wherever required welding in three layers (leak proof) conforming to specifications as prescribed in relevent IS code i.e IS 816-1969 or latest as applicable with upto date amendments with nuts, bolts & washers and specials etc. fonforming to IS 1963 or latest with upto date amendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticrossive paints complete in all respect in all leads lifts and carriage of material at site and as directed by the Engineer-in-charge.

Dia FT

HARI CHAND

REETA

NARESH KUMAR