Providing CAD of LIS Dhakwala Khairwala in Tehsil Nahan Distt. Sirmour HP

Amount

Excavation in drains and channels etc.in earth work in all kinds of soil such as Kankar Moorum, Shingles, Conglomerate saturated soil decomposed or soft rock & hard rock by blasting including dressing of sides and beds,disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and then returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge.

Laying and jointing high density polythene pipe for use for buried water main and survicese and for water supply above ground both inside and out side building duly ISI marked ( IS 4984-1995 as ammended upto date ) of PE 80 of pressure PN 2.5 of following dia metre , including all leads, lifts and carriage of material at site and as directed by tbe Engineer Incharge.

(PN- 2.5 Grade -80 ) 180 mm dia.

Providing and Fixing of HDPE Ball Valve of various dia. complete in all respect, including of all leads, lifts and carriage of material at site and as directed by the Engineer-Incharge.

180 mm dia.

Providing and Fixing Elbow Various Dia.

180 mm dia.

Providing and Fixing Tee.

180 mm dia.

Providing and Fixing Tail Piece.

180 mm dia.

Providing and Fixing Endcap.

180 mm dia.

Laying, jointing , testing & commissioning at site in trenches following plain ended GMS pipes of 150mm dia (m) grade as under confirming to BIS 1239-(Part-1)-1990 or latest with up to date ammendments, capable of withstanding required test pressure as prescribed in BIS code, in randum lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt weld, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable (leak proof) in three layers at site of work with welding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends manufactured from parent pipes etc. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts as directed by Engineer-Incharge (Earth work shall be measured & paid for seperately).

GMS pipe 150mm dia (M)

Providing and fixing C.I. Alfa valve of required dia of approved make and relevent ISS complere in all respect, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to G.I. pipes after every 90 metre or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect in all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. .

150mm dia , flange table-17

Excavation in foundation and trenches etc. in earth work in all kinds of soil containing spade work , blasting work, jumper workincluding decomposed hard and soft rocks etc. with all lifts,stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation and then returning the same in 15 cm. layers whenever required in sides of foundation and plinth ,consolidating each deposited layer by ramming and watering and than desposing of all surplus excavated soil with in all lead and lifts, complete in all respects and as directed by The Engineer-Incharge.

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

Providing and laying Reinforced cement concrete 1: 1.5: 3 (1cement :1.5sand :3 graded stone aggregate 20 mm nominal size ) and curing complete but excluding the cost of form work and reinforcement for R. C. C. work in :

A) In foundation and plinth etc.

Providing and laying Reinforced cement concrete 1: 1.5: 3 (1 cement :1.5 sand :3 graded stone aggregate 20 mm nominal size ) and curing complete but excluding the cost of form work and reinforcement for R. C. C. work in :

A) Vertical surfaces such as walls of any thickness but not than 0.1 mtr. Thick, including attached pilasters, buttresses, plinth and string courses etc. from top of foundation upto floor two level including all leads, lifts and carriage of material at site and as directed by The Engineer-Incharge.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give afair finish including centring, shuttering, sturtting and propping with wooden ballies etc.the height of propping and centring from supporting floor to ceiling not exceeding 4 mtr. And removal of the same for insitu RCC and plain concrete work in :-

A) Vertical surfaces such as walls of any thickness, partition walls and the like including pillasters, butteresses, plinth and string courses and the like.

Providing Tor Steel reinforcement fpr R. C. C. work including bending, binding and placing in position complete upto floor two level. including all leads, lifts and carriage of material at site and as directed by The Engineer-Incharge.

vineet kshetri

viney sharma

BHAW SINGH KAPOOR CONTRACTOR

SG Engineers and Consultants