laying of sewerage line, water supply and Construction of Rmc M-40 Road behind indian oil petrol pump , Kanhai colony Ward no - 32 Under MCG Gurugram.

Amount

laying of sewerage line, water supply and Construction of Rmc M-40 Road behind indian oil petrol pump , Kanhai colony Ward no - 32 Under MCG Gurugram.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

Providing and laying in position separation membrance of 125 micron of IPCL Make in trancsparent white colour over the prepared surface/ DLC complete

Providing and laying in position ready mixed M-40 grade concrete for unreinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for unreinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering . including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 420 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).

Extra making of rought surface

Providing and Marking Saw Cut transverse construction constraction as par approved deawing as maximum distance of 4.5 Mtrs. Intiaiiy 3to4 mm wide cut shall be made after one or teo days and up to 1/3rd depth of pavement and temporarily sealed with jute rope .at the time of finalsecling of joint shall be made up to a depth of 22 to 25mm.5mm thick compressible desponding strip shall be interesd to the bottom of the groove .the rest shall be filled with poly suphide /sillicon sealant complete in all the respects to the satisfaction of the Engineer -in charge.

Providing and fixing of Di Special of different size confirming to IS Specifaction ( Tee ,Bend)etc.

Connection of Exiting Line

Making connection of exiting main line in all respect

Making sewer connection of house holder Damage during Excavation

Making Water connection of house holder Damage during Excavation

Bidder Name

Amount

Manoj Kumar Pahuja(GSTN-NA)

Mahender Kumar(GSTN-NA)

Manoj Kumar Pahuja

Manoj Kumar Pahuja