Constructing Gate and Gearing of Maina Link Drain at outfall point at RD 14726-L Rohtak Link Drain.

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge All kinds of soil (HSR Item No. 4.12 ).

Dressing bed and preparation of sub grade for lining by mechanical/ mannual means (HSR Item No. 14.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded stone aggregate 20 mm nominal size) (HSR Item No. 6.1.4)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size) (HSR Item No. 6.1.1)

Brick Masonry Work in Cement Mortar 1 :3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications MORT&H clause 1300 Cement Mortar 1 :3 (1 cement : 3 sand) (HSR Item No. 15.6.1)

Making Designing Canal Gate by Fabricating, Transportation, Errection and Commissioning also testing at site including cost of all Material and labour as per Basic Parameters Specification and Drawing Canal Gate with two types of Handle and Providing Locking Arrangement of above out of following Material Dully Painted. M.S. Plate of size 12 mm M.S. Channel of size 100 x 50 mm M.S. Channel of size 75 x 40 mm M.S. Channel of size 150 x 75 mm Spindle with 2 No. Choknet of Eng. R.S. Joist of size 200 x 90 mm M.S. Angle of size 40 x 40 x 6 mm M.S. Sheet of size 12 gauge CRCA

Pointing on tile brick work with cement mortar 1 :3 (1 cement : 3 fine sand): Flush/ Ruled/ Struck or weathered pointing (HSR Item No. 11.26.1)