Himachal Pradesh Irrigation And Public Health Department Tender

110 mm dia, PE-80, PN-4 Kg/Cm2

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

125 mm dia, PE-80, PN-4 Kg/Cm2

Providing Mild Steel / Tor Steel reinforcement for R.C.C work including bending, binding and placing in position complete up to floor two level complete in all respect within all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

125mm dia

140 mm dia, PE-80, PN-4 Kg/Cm2

200 mm dia, PE-80, PN-4 Kg/Cm2

Providing, supplying and fixing of Cast Iron Sluice Valve of following dia of Leader / Kirloskar / Bir / Pelican make class PN-1.6 with flange table-5 conforming to IS-6392-1971 or latest with upto date ammendments complete i.e. welding of flange and fixing with nuts & bolts and gasket including complete process of fixing new valve by all means. The welding of flanges with pipe should be in double layer on the both faces of flanges including carriage of material complete job in all respect with in all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

200mm dia

Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30 x 30 x 5 mm, so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete in:-

180 mm dia, PE-80, PN-4 Kg/Cm2

Walls (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level complete in all respect with in all leads and lifts as per the entire satisfaction & directions of Engineer-in-Charge.

Vertical surface such as walls (any thickness) partition and the like including attached pillasters, buttresses, etc. plinth and string courses and the like complete job in all respect with in all leads and lifts as per the direction and best satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:1½:3 ( 1 cement : 1½ sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:-

90 mm dia, PE-80, PN-4 Kg/Cm2

Foundation, footings & bases of columns and the like mass concrete complete in all respect with in all leads and lifts as per the entire satisfaction & directions of Engineer-in-Charge.

160 mm dia, PE-80, PN-4 Kg/Cm2

Excavation in foundation, trenches (for Pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including, blasting soft/hard rock or chiselling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, levelling of beds to correct grade i/c shoring, strutting, planking, timbering wherever required, stacking the useable or unuseable material/ soil separately & after excavated soil clear from the edge of excavation returning the excavated soil after laying jointing testing of pipes in trenches in 15 Cm layers including consolidating of each deposited layer by ramming & watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled 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 respect with in all leads & lifts as per the entire satisfaction & directions of Engineer-in-Charge.

Providing and fixing of 63 mm dia Hydrant including GI riser pipe (IS:1239-1990), 63mm dia PP ball valve, 63mm dia pump connecting Male, 63mm dia Quick Connect Bend, GI Elbow, GI Tee, GI Nipple, GI Female coupler (As per requirment of main & sub main line) and plain concrete grouting for HDPE Tee & Riser pipe complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Laying, jointing, testing and carriage of HDPE pipes of various dia in trenches to required grades as per (IS: 4984-1995) PE-80, PN-4 Kg/Cm2 latest with upto date ammendments of following OD pipes, material grade and class of pipes including all fittings like end caps, collars & cut pieces etc. complete in all respect. The jointing of pipes should be done by way of butt fusion welding as per relevant IS Code and specifications complete job in all respect with in all leads & lifts as per the directions & entire satisfaction of Engineer-in-Charge.