RKIKannampadyDLTworks

Amount

2 Dry Rubble Check Dam 2 m size ( Blasted Rubble )25 Nos

2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplusexcavated soil as directed, within a lead of 50 m.AII kinds of soil

60.7.1 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

5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

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

Retaining Wall 1.50 m Height using Blasted Rubble 500Rm

2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth,1.50m in width as well as 10m2 in plan}) mcluding disposal of excavated earth, lead up to 50 m and lift up to 1.5m disposed earth to be levelled and neatly dressed.All kinds of soil.

2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplusexcavated soil as directed, within a lead of 50 m.AII 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

60.7.1 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

5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

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

Retaining Wall 1 m Height Using Blasted Rubble 400Rm

2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth,1.50m in width as well as 10m2 in plan}) mcluding disposal of excavated earth, lead up to 50 m and lift up to 1.5m disposed earth to be levelled and neatly dressed.All kinds of soil.

2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplusexcavated soil as directed, within a lead of 50 m.AII kinds of soil

60.7.1 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

5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

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

Sub Drain Protection Wall Using Jungle Stone 5000Rm

2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth,1.50m in width as well as 10m2 in plan}) mcluding disposal of excavated earth, lead up to 50 m and lift up to 1.5m disposed earth to be levelled and neatly dressed.All kinds of soil.

2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplusexcavated soil as directed, within a lead of 50 m.AII kinds of soil

od9068/2019 2020 Dry Rubble Jungle Stone ( locally available ) for Loose Boulder Checks and Sub Drain Protection Wall

Loose -Boulder, Check Dam Using Jungle Stone 3 m Size 50 Nos

2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplusexcavated soil as directed, within a lead of 50 m.AII kinds of soil

od9068/2019_2020 Dry Rubble Jungle Stone ( locally available ) for Loose Boulder Checks and Sub Drain Protection Wall

Loose Boulder Check Dam Using Jungle Stone 2 m Size 150Nos

2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplusexcavated soil as directed, within a lead of 50 m.AII kinds of soil

od9068/2019 2020 Dry Rubble Jungle Stone ( locally available ) for Loose Boulder Checks and Sub Drain Protection Wall

10 R.C.C WATER TANK 4.50 M DIA Circular 1No

2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth,1.50m in width as well as 10m2 in plan}) mcluding disposal of excavated earth, lead up to 50 m and lift up to 1.5m disposed earth to be levelled and neatly dressed.All kinds of soil.

od2899/2020 2021 Earth Work Excavation for Water Tank First Lift 1.50 - 3 m height

4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work LIA 0 plinth le e :3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 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

5.9.12 Centering and shuttering including strutting, etc. and removal of form for:Well steining

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

5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement -All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement: 3 fine sand)

od3359/2020_2021 Galvanized iron pipe for over flowing ,distribution line (starting pipe ),wash out pipe ( 50 cm length each pipe)

18.17.4 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore

CIRCULAR POND 4.50 M DIA { WATER HARVESTING STRUCTURE 2Nos

2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth,1.50m in width as well as 10m2 in plan}) mcluding disposal of excavated earth, lead up to 50 m and lift up to 1.5m disposed earth to be levelled and neatly dressed.All kinds of soil.

od1390/2020 2021 Earth work Excavation in Ordinary Soil for Water Harvesting Structure First Lift 1.50 m to 3 m depth

od1391/2020 2021 Earth work Excavation in Ordinary Soil for Water Harvesting Structure Second Lift 3.00 m to 4.50 m

5.9.12 Centering and shuttering including strutting, etc. and removal of form for:Well steining

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

5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement -All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

13.7.2 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)

12 R.C.C Water Tank 4.50 m dia Circular with Cross Bar 1No

2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth,1.50m in width as well as 10m2 in plan}) mcluding disposal of excavated earth, lead up to 50 m and lift up to 1.5m disposed earth to be levelled and neatly dressed.All kinds of soil.

od2903/2020 2021 Earth Work Excavation for Water Tank With Cross Bar First Lift 1.50 -3 .00 M Height

od2885/2020 2021 DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 50 cm long (0.25 cm in rock and 0.25 cm in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, 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 up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

18.12.8 Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore

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

5.9.12 Centering and shuttering including strutting, etc. and removal of form for:Well steining

4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work LIA 0 plinth le e :3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

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

5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement -All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

od3359/2020 2021 Galvanized iron pipe for over flowing ,distribution line (starting pipe ),wash out pipe ( 50 cm length each pipe)

18.17.4 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore