Providing CAD to LIS Chhetran Bidherwal under Haroli Constituency, Distt Una (HP) SH Laying, jointing and testing of HDPE pipe for Improvement of distribution system of Scheme (Under HIMCAD).

Amount

Excavation in foundation trenches ( for pipes and pits ) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft / hard rock or chieselling soft/ hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including, shoring,strutting, planking,timbering and dewatering, wherever required,stacking the useable and unuseable material/soil separately and after laying ,jointing and testing of pipes returing the useable soil in trenches in 15 cm (fiften centimeter ) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil / un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc.complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge.

Laying, Jointing, Testing & commissioning in trenches HDPE pipe of following dia metre PN-4 class as per IS 4984-1995, PE 80 and jointing the pipes through butt fussion (heat fusion process) above 110mm diameter i/c necessary fittings, bends, tees & reducers fabricated in accoradance with IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions (Earth work in trenches to be measured and paid for separately) and jointing shall be completed in all respects including testing at site upto entire satisfaction of Engineer-in-Charge.

160 mm dia PE 80 Class PN-4

180 mm dia PE 80 Class PN-4

Providing and laying cement concrete 1: 4: 8 ( 1 cement : 4 sand :8 graded stone aggregate 40 mm nominal size) & curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the Engineer-in-Charge.

2nd class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 ( 1 cement: 4 sand ) in all leads and lifts as per the direction of the Engineer-in-Charge.

40 mm thick cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) laid in one layer finished with floting coat of neat cement in all leads and lifts and as per the direction of the Engineer-in-Charge.

15 mm cement plaster in single coat on fair side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:3 ( 1 cement :3 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.

Providing. and fixing Alfa valves of reputed & approved make like Kirloskar/Leader/Bouge etc. on distribution system of confirming to IS:780-1984 with latest ammendments of appropriate class & following dia metre and capable to with stand the requisite nominal seat pressure 10Kg/ Sqmt including testing and upto entire satisfaction of Engineer -in-Charge.

150 mm dia

200 mm dia

NARINDER KUMAR GOVT CONTRACTOR

Veena Rani

HARDYAL SINGH GOVT. CONTRACTOR

Om Parkash Govt Contrator

Kapil Rana

Suresh Kumar

SG Engineers and Consultants

Sushant Puri

Satish Kumar

Harvinder Singh Maan