REBUILD KERALA INITIATIVE MALAYACHANKOLLY PANGALERI WATERSHED MOOPAINAD AND AMBALAVAYAL GRAMAPANCHAYATH

Amount

CONSTRUCTION OF CONCRETE RETAINING WALL 1.50 mt Ht AT NELLANNUR THODU - 100 M

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 dressing of sides and ramming bottoms, lift upto 1.5m, including getting out the excavated soil and surplus ecxcavated as directed with in a lead of 50 m. All Kind of Soil.

4.1.8 - Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level: 1:4:8 (1 cement: 4 Coarse sand: 8 grades stone aggregate 40 nominal size)

4.3.2- Centering and shuttering including strutting, propping etc and removal of form work for , 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 - All work upto plinth level: 1:3:6 (1 cement: 3 Coarse sand: 6 grades stone aggregate 40 nominal size)

CONSTRUCTION OF CONCRETE RETAINING WALL 1.50 mt Ht AT MOONNAMNUMBER AND RANDAM NUMBER ANCHEKKAR THODU - ARAPPETTA - 130 M

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 dressing of sides and ramming bottoms, lift upto 1.5m, including getting out the excavated soil and surplus ecxcavated as directed with in a lead of 50 m. All Kind of Soil.

4.1.8 - Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level: 1:4:8 (1 cement: 4 Coarse sand: 8 grades stone aggregate 40 nominal size)

4.3.2- Centering and shuttering including strutting, propping etc and removal of form work for , 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 - All work upto plinth level: 1:3:6 (1 cement: 3 Coarse sand: 6 grades stone aggregate 40 nominal size)

CONSTRUCTION OF CONCRETE RETAINING WALL 1.50 mt Ht AT NEDUMKARANA THODU - 90 M

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 dressing of sides and ramming bottoms, lift upto 1.5m, including getting out the excavated soil and surplus ecxcavated as directed with in a lead of 50 m. All Kind of Soil.

4.1.8 - Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level: 1:4:8 (1 cement: 4 Coarse sand: 8 grades stone aggregate 40 nominal size)

4.3.2- Centering and shuttering including strutting, propping etc and removal of form work for , 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 - All work upto plinth level: 1:3:6 (1 cement: 3 Coarse sand: 6 grades stone aggregate 40 nominal size)

NAJEEB PM

NIYAS K C