Construction of an escape for Hissar Ghaggar Multi Purpose Drain at its RD 4800 to Kasaba Minor

Amount

Earth work excavation in excvation of foundation of structure as per drawing and technical specification including setting out construction of shoring and bracing removal of stumps and other deleterious matter dressing of sides and bottom and back filling with approved material as per clause 304 of Mort&h specification Ordinary soil up to depth 3Mtr by mechanical means HSR Item 15.1.2.1

Brick work with common burnt clay non-modular bricks of class designation 10 in foundation and plinth in Cement mortar 1:3 derived HSR Item 7.21

Brick work with common burnt clay non-modular bricks of class designation 10 in superstructure above plinth level upto to floor IV level in all shapes and size in Cement mortar 1:3 derived HSR Item 7.22

providing and laying in position ready mixed plain cement concrete with cement content as per approved design mix and manufactured in fully automatice batching plant and transported to soite of work in transit mixer for all leads having continuous agitated mixer manufactured as per mix design of specified grade for plain cement concrete work including pumping of RMC from transit mixer to site of laying and curring excluding the cost of cntering shuttering and finshing including cost of curring admixtures in recommended proportions as per IS:9103 to accelerate/retard setting of concrete improve workability without imparing strength and durability as per direction of Engineer-In charge M-15 grade plain cement concrete cum (Cement content considered @240Kg/CumHSR Item 6.22.1.2

Centering and Shuttering including strutting propping etc and removal of form work for : Foundation footings bases for columnsHSR Item 6.29.1

Providing & fixing Gates and Gearing

Providing lowering cutting jointing and testing RCC pipe class NP 3 (1800 mm i/dia) as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No . 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respectsHSR Item 21.95.13

Extra for bailing / pumping out standing water of pond caused by springs, sub soil water, canal or river seepage and broken water mains or drains except rain water collected in the trenches or foundations before laying brick work HSR Item 7.70

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 up to 50 m and lift up to 1.5 m HSR Item 4.32

Earth work in excavation by mechanical means with a lead up to 50 mtr & lift up to 3 mtr HSR Item 4.12.+4.31