Making bye pass arrangement by providing and fixing of 6 inch id M S Water Supply Pipeline to control the overflowing of water from OHSR and jointing into distribution pipeline network at Maintenance Booth Sector 4 Chandigarh under SDE16 CHD

Earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1:5 m in width or 10 sqm or plan) including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. .(DSR No. 2.8.1)

Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329: 200 mm dia Ductile Iron Class K-7 pipes pipes (DSR No. 18.72.3)

Making stab connection of 8" i/d into 6" i/d i/d MS pipe including cost of cutting, welding, fixing etc. complete in all respects to the entire satisfaction of EIC. (NSI)

Providing and fixing of 6" i/d MS pipe 'C' class including cost of premier, pointing, cutting, welding, threading, nut bolt, rubber sheet etc. complete in all respects to the entire satisfaction of EIC. Make: TATA/ Jindal Hisar/ Bhushan (NSI)

Providing and fixing 6" i/d MS Flange made out of 12mm thick sheet including cost of cutting, welding, nut bolt, rubber sheet etc. Complete in all respects to the entire satisfaction of EIC Make: Kalpatu Metal & alloys/Mild Steel. (NSI)

Supplying, laying, jointing & testing, commissioning of D.I. sluice valve Resilient seated including the cost of rubber packing, nut & bolts, carriage, loading unloading complete in all respects make VAG/AVK/IVC/Kirloskar/Sigmaflow: 150 mm diameter (NSI)

Constructing brick masonry chamber of size inner (3' x 3' x 4') for sluice valve including excavation 1st class brick work in cement mortar 1:6 (1 cement : 6 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:6 (1 cement : 6 coarse sand), foundation concrete 1:5:10 mix (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) complete in all respects to the entire satisfaction of EIC. (NSI)

Providing and fixing RCC cover 1:2:4 of 3" thickness including cost of steel winding wire etc. complete in all respects (in two parts) (NSI)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and for all lift (DSR No. 2.25)

Carriage of Material by Mechanical Transport including loading, unloading and stacking of Earth up to 3 km (DSR No. 1.1.2)