Rough Cost estimate for Providing and laying of 300m Dia Sewer Line and 100 mm Dia D.I K-7 water line and RMC M-25 Grade at Plot No G-244 to G-245 and Side Road of Pushp Vatika, G- Block in sector 10 ward no 37. Recall

Providing and laying of 300m Dia Sewer Line and 100 mm Dia D.I K-7 water line and RMC M-25 Grade at Plot No G-244 to G-245 and Side Road of Pushp Vatika, G- Block in sector 10 ward no 37.

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Extra for making rough surface of the concrete pavement for providing non slippery surface by mechanical cutter for safe plying of vehicles to the entire satisfaction of the Engineer-in-charge

Providing and making saw cut transverse joint/construction joint as per approved drawing providing at a maximum distance of 4.5m including the cost of covering of dowel bars with thin plastic sheet for at least 60% of the length from one end initially 3 to 4mm wide out shall be made after 1 to 2 days up to 1/3rd depth of slab temporarily with a jute rope. At the time of sealing of the joint temporary seal shall be taken out and 10 to 12 mm wide grooves shall be made up to depth of 22 mm before sealing the joint 5 m thick compressible de- bounding strips with paperback shall be inserted to the bottom of the groove. The groove shall be filled with polysulphide/silicon sealant. The sealant shall be applied slightly to a lower level than the slab with a tolerance of 2 plus 1 mm complete in all respect as per approved drawing and entire satisfaction of the Engineer – in- Charge.

providing at sewer line connection in existing line QTY. = 1 Job