RENOVATION OF Poredam Mahadeva Kshethrakkulam at Chadayamangalam Grama Panchayath

Amount

Renovation of Poredam Mahadeva Temple Pond

50.2.3.1. Pumping or bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

2.6.1. Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.

2.26.1. Extra for every additional lift 1.5 m or part there of in excavation/ banking excavated or stacked materials.All kinds of soil.

OD151622/2022-2023 Dismantling DR- Dismantling clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris with a distance of 150 m

5.9.1.Centering and shuttering including strutting,etc. and removal of form work for: Foundations, footings, bases of columns etc for mass concrete.

5.22.6. Steel reinforcement for R. C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more

5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttrering,finishing and reinforcement-All work upto plinth level : 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size)

7.1.1.Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12(1 cement:6 coarse sand:12 graded stone aggregate 20 mm nominal size) upto plinth level with: Cement mortar 1:6 ((1 cement:6 coarse sand)

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for: Foundation, footings, bases for columns.

10.26.3. Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying primer coat of approved steel primer G.I pipes.

4.1.3. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level : 1:2:4(1 cement:2 coarse sand(Zone III):4 graded stone aggregate 20 mm nominal size)

16.70.2. Providing and fixing G.i chain link fabric fencing of required width in mesh size 50 x 50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I wire of dia 4 mm . PVCcoated to achieve outer dia. nopt less than 5 mm in required colour and shade.

16.68. Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in requiredcolour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand e.t.c. all complete as per the direction of Engineer-in-charge.

Retaining Wall 1.5 m height East and West Side

2.6.1 Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.

OD151623/2022-2023.Labour for DRY RUBBLE MASONRY _Labour for Dry rubble masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.

OD151609/2022-2023. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.

4.3.1. Centering and shuttering including strutting, propping etc. and removal of form work for: Foundation, footings, bases for columns.

4.1.5. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttrering-All work upto plinth level : 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size)

Solid Block Protection Wall

2.6.1 Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.

50.6.1.1.Solid block masonry using pre cast solid blocks(factory made) of size 40x20x20 cm or nearest available size confirming to IS 2185 Part I of 1979 for foundation and plinth with thickness 20 cm and above in:CM 1:6 (1 cement:6 coarse sand) e.t.c. complete.

13.1.1 12 mm cement plaster of mix 1:4 ((1 cement:4 fine sand)

SLUICE

2.6.1 Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for: Foundation, footings, bases for columns.

4.1.3. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level : 1:2:4(1 cement:2 coarse sand(Zone III):4 graded stone aggregate 20 mm nominal size)

5.9.1 Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete.

5.22.6. Steel reinforcement for R. C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more

5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering,finishing and reinforcement-All work upto plinth level : 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size)

S GOPAKUMAR

K ANIL KUMAR

VASUDEVAKURUP B