Himachal Pradesh Irrigation And Public Health Department Tender

Providing and laying cement concrete 1:1.5:3 (1cement:1.5approved sand:3approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.

Foundation and plinth including entire carriage of material upto all leads and lifts.

Wall (any thickness but not less than 0.1m thickness) attached pillasters, buttresses plinth and string courses etc. from top to foundation level upto floor two level and as per the direction of Engineer-in-charge.including entire carriage of material upto all leads and lifts.

Providing form work with steel plates 3.15mm 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 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in vertical surface such as wall of (any thickness) partition and the like including attached pillaster buttresses plinth and string courses and like. including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.

Providing tor steel reinforcement for RCC work including bending, winding and placing in position complete upto floor two level. including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.

Providing and laying cement concrete 1:5:10 (1cement:5sand:10graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/ breast walls, the size of plums shall usually be 150mm to 300mm as per HPPWD specification. including entire carriage of material upto all leads and lifts.

Providing & fixing water opening gate as per direction of Engineer-in-Charge including entire carriage of material upto all leads and lifts.

Laying in trenches HDPE pipes of following diamenters and classes as per IS 4984, PN 4, PE-80 and jointing the pipes through push type compression joints by hydraucally operated machines upto 110mm diameter and butt fussion (heat fusion process) above 110mm diameter including necessary fittings, bends, tees & reducers fabricated in accordance with 8360 & IS 8008 with latest amendments & shall be provided as per site conditions. Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634, stud ends will be welded on pipes & jointing shall be complete in all respect including at site upto entire satisfaction of Engineer-in-charge.

90mm dia

110mm dia

125mm dia

140mm dia

160mm dia

Laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked G.I pipe conforming to class 1239 (Part-1) 1990 & specifications latest with upto date amendments of following dia 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 laying shall conform to BIS 5822-1970 or latest with upto date amendments to the entire satisfaction of Engineer-in-charge.

125mm dia (M) from RD 0/0 to 600 & (from Node No. 49 to 57)

150mm dia (M) from RD 0/0 to 210 & from 1230 to 1500= (Node No. 8 to 49)

150mm dia (H) from RD 210 to 450 & from RD 1020 to 1230 (Node 8 to 49)

Providing, Laying and jointing in trenches MSERW pipe following dia plain ended MSERW pipes with steel grade A L-210 of wall thickness 4.00mm as mentioned and grade designation with bevelled edges and capable of with standing required test pressure in random length of 4-7 meter including testing and commissioning and cost of jointing with butt welded as per relevent BIS specification grade or equivalent standard ISO 3183-2007 including cost of bends tail pieces, tees, reducers increaser etc. as per site requirement as per direction of Engineer-in-charge (Earth work in trenches to be measured and paid for separately) including entire carriage of material upto all leads & lifts. There shall be 1% flanged joints which shall be measured & paid for seperately.

MSERW Pipe 150mm 4.00mm wall thickness from RD 450 to RD 1020

Providing, welding and fixing M.S. plate flanges of following dia and flange table confirming to BIS specification No. 6392-1971 or latest with upto date ammendments to galvanised MSERW/ GMS as per site requirement including cutting of pipes wherever required, welding in three layers (leak proof) confirming to specification as per prescribed in relevant IS code i.e. IS 816-1969 or latest as applicable with upto date ammendments with nuts, bolts & washers & specials etc. confirming to IS- 1963 or latest with upto date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticrossivepaints complete in all leads, lifts and carriage of material at site and as directed by the Engineer-in-charge.

150mm dia flanged table-5 (For Syphen from Node No. 8 to 49)

125mm dia flanged table-5 (For Syphen from Node No. 49 to 57)

Provision CI sluice valve of 50mm for scouring arrangement in the syphen 150mm dia

P/F tee arrangement for sluice valve in scouring for 150mm dia Syphen