Himachal Pradesh Irrigation And Public Health Department Tender

Head:- 220 mtr

Bore size 5''

Supplying and lowering of IS marked continous riser HDPE pipes (High Density Polyethylene Pipes) confirming to IS 4984/14151/12786/13488 (with up to date amendments) and íncluding cost of making proper joints with submersible pumping machinery complete in all respects including all necessary material required at site in all leads and lifts and as per the direction of the engineer in Charge.

32mm dia. PE-63, PN-6.00

Providing and erection of L&T/ Havells/ Standard make control panel for submersible pump set of 7.50 HP complete with volt meter, ampere meter, complete in all respect including entire carriage of material upto all leads and lifts.

Supply and fixing submersible cable to submersible sets 3X2.5mm including entire carriage of material upto all leads and lifts.

Supplying and fixing supporting clamps to submersible pump sets including entire carriage of material upto all leads and lifts.

Manufacturing supplying and fixing panel box made of M.S. sheet angles of size .50x.40x1.50 mtr with legs of M.S. angles of size 40x40x6mm long including M.S. shutters capable to accommodate energy meter panel box for motor and tool, Kit box complete in all respect as per design including entire carriage of material up to all leads and lifts.

Supply and fixing ropewire 6mm2 suitable to wear the weight of submersible motor pump set and G.I. pipe etc. including entire carriage of material upto all leads and lifts

Providing and fixing M.S. chamber box of size 4'x 2, and 50mm 2mm of M.S. Sheet including cutting welding cover, sluice valve, tees, hand pump pipe complete as per direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.

Excavation in drains and channels etc.in earth work for pipes up to all depths in all classification of earthwork such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft / hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming & dressing of sides, leveling of beds to correct grade including shoring/struting, planking, timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unuseable material as directed with in all leads & lifts including restoration of un-metalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with-in all leads & lifts as per directions of the Engineer Incharge.

Laying, jointing, testing & commissioning at site in trenches following plain ended GMS pipes of following dia. and grade as conforming 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 two 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).

Dia. Grade RD Wall thickness

32 mm Medium 0-200 3.20

32 mm Light 200-550 2.60

Providing, welding and fixing M.S. plate flanges of following dia. (nominal bore) of following Flange Tables conforming to IS 6392-1971 or latest with up to date ammendments to MSERW/GI pipes after every 90 metres or as per site requirement including cutting of pipes wherever required, welding in two 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 i/c all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Dia. RD Flange table

32 mm 0-550 17

Excavation in foundation and trenches in all type of soil such as pickwork jumper work Kankar, moorum, shingles including decomposed soft and hard rock etcupto all heights stacking the excavated earth not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts as per the direction of Engineer in-charge.

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

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:-

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 ofmaterial 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:-

Flat surfaces such as soffits of suspended floors, roofs, landings and the like, floors etc., up to 200mm in thickness.

Vertical surface such as wall of (any thickness) partition and the like including attached pillaster buttresses plinth and string courses and like and as per the direction of Engineer-in-charge .including entire carriage of material upto all leads and lifts.

Providing and laying reinforced cement concrete work 1:2:4 ( 1 cement :2 sand :4 graded stone aggregate 20 mm nominal size ) excluding cost of form work and reinforcement for reinforced concrete work in suspended floors, roofs, landings, shelves and their supports balconies beams, girders bressumers and cantilevers upto floor two level in all heights and depths includiing all leads lifts and carriage of material at site and as directed by the Engineer Incharge.

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

Providing and fixing MS sheet manhole cover of600 X 600mm to existing storage tank made of angle iron 40mm x 4mm base plate and manhole frame 35mm X 35mm X 4mm with MS sheet 2mm thick including cutting, welding, red lead paint and locking arrangement with lock complete including all leads, lifts and carriage of material at site and as per the direction of Engineer Incharge.

Laying and jointing in trenches galvanised mild steel steel tubes(light grade ) tube fittings( earth work in trenches to be measured and paid for separately) for scoure and over flow pipe with all leads and lifts.

40 mm dia (L)

Providing and fixing M.S foot rest of 22mm dia size including embedded in C.C in block 225mm x225mmx75mm including all leads and carriage of material at site as direction of engineer in charge

White washing with lime on undecorated wall surfaces (Two coats) to give an even shade including throughly brooming the surface to remove all dirt dust and other foreign matter including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.