Laying and Jointing of pipe line (Distribution and Branch lins) at Ward No. 5 Nagar Nigam Dakota Dehradun Under Pithuwala Division

Rates for Laying and Jointing of pipe line (Distribution and Branch lins) at Ward No. 5 Nagar Nigam Dakota Dehradun Under Pithuwala Division

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer - in - charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer - in- charge.

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. Water bound macadam road/Water Mix Macadam

bituminous road

Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 30 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 m from the center of the trenches.

Providing, Laying, jointing, testing and commissioning of HDPE Pipes (PE-63) laying and jointing as per IS:7634 (Part-II) as amended upto date using PE 63 grade raw material. Pipe joints shall be water tight, electro fusion welding joint. The rate is inclusive of loading, unloading, transportation, jointing at site, labours tools and plants all material or any other item require for the completeness of work and hydraulic test a site as per IS 4985 or any latest IS code of practice or 1.5 times the rated pressure which ever is higher with the water supplied by the contractor at his own cost with all lead and lift as per specification and as directed by the Engineer-in charge. 90 mm diameter (OD)

110 mm diameter (OD)

House Service connection 110, 90 dia HDPE Pipe x 1 5mm setup-Domestic 15 mm Connection

Providing and fixing C.I./ D.I. sluice valves PN1.0 (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 80 mm dia

100 mm dia

Construction of RCC valve chamber for fixing different type of valves including earthwork excavation, plain cement concrete 1:3:6 (1 Cement : 3 fine/ coarse sand : 6 graded stone aggregate 20mm nominal size) as levelling course, Reinforced Cement Concrete of 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab with 600x600 mm DI manhole cover with frame, including cost of structural work, proper curing of concrete work and providing cover slab, SFRC steps with all material cost, labour cost, including all taxes and duties, with all lead and lift charges etc. complete as per standard specifications and drawings and also as directed by Engineer. Valve Chambers for Sluive valve, scour valve, air valve & Fire hydrant as per unit estimate.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size. For Cement Concrete Pavement:

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For Cement Concrete Pavement:

Tiwari sanitary Works

Rajesh Kumar