Construction of Concrete Checkdam At Manikkad in Kurichippatta Micro Watershed

Amount

Construction Of Concrete Checkdam at Manikkadu

OD:- Providing Ring Bund using 3/4 filled sand bags gunny bags and earthern embankmeent to divert water during the course of construction including provision for forming earthen embankment on the inner side of bund etc complete.

2.6 &2.6.1- Earth Work Excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (exceeding 30 cm in depth, 1.5m in width as well as 10 sq.m on plan) including disposal of excavated earth lead pto 50m and lift upto 1.5m , disposed earth to be levelled and neatly dressed.

2.26 & 2.26.1 - Earth work excavation in or under water or liquid mud, 1st additional Depth

4.1.8 - Providing & Laying in position Cement Concrete of specific grade excluding the cost of Centering & Shuttering. 1:4:8 (1Cement :4 Coarse Sand:8 Graded Stone aggregate 40mm noninal size)

4.3 & 4.3.2 - Centering & Shuttering including Strutting, Propping etc. and removal of form work of Retaining walls, return walls (Any Thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

4.1.6 - Providing and laying in position Cement Concrete of specified grade excluding the cost of centering and shuttering 1:3:6 (1 Cement:3Coarse Sand:6 Graded Stone aggrgate 40 mm nominal size)

4.1.3 - Providing & Laying Cement concrete , excluding the cost of centering, shuttering and finishing. 1:2:4 (1 Cement:2 coarse Sand:4 graded stone aggregate 20 mm nominal size)

13.1 - Plastering with Cement Mortar C.M 1:4, 12mm thick one coat and finished smooth

50.2.3.1 - Pumping or bailing out water and removing slush etc complete.

302 & 309DB - Supplying and providing Venga wood shutter wood planks 5 cm thick including cost of materials and labour charges etc complete.

Engraving Letters on Granite Slab 120x90

MPCDMP Manikkadu Check Dam Estt. Amount Rs. 14,39,238.00/ Dept of Soil Survey & Soil Conservation

8.2.2.2- Granite Slab ( Area of Slab over 0.50 M²) 120x90 cm

Brick work in C.M 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost

JIJO K.M