DRAINAGE LINE WORKS INkAKKANCHERY WATERSHED OFEDAVAKA PANCHAYATH IN WAYANAD DIST

Amount

CONCRETE CHECKDAM 2.5M SPAN

60.1.2 - RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.

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

2.26.1 - Extra for every additional lift of 1.5m or part thereof in excavation / banking excavated or stacked materials. 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 up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

4.1.6 -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 40 mm nominal size)

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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)

4.1.2 -Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

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

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.

60.2.2 - Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

60.8 - Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete

60.3 - Supplying and fixing structural steel channel ISMC 75X40mm for holding shutter planks including cutting ,hoisting fixing in position with material and labour charges etc complete

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

8.2.2.2 - Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm

16.21 - Engraving letters in hard stone

CONCRETE CHECKDAM 4.00M SPAN

60.1.2 - RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.

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

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

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 up to plinth level: 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

4.1.2 -Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

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

60.7.2 - DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

60.3 - Supplying and fixing structural steel channel ISMC 75X40mm for holding shutter planks including cutting ,hoisting fixing in position with material and labour charges etc complete

60.8 - Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete

60.2.2- Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

8.2.2.2 - Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm

16.21 - Engraving letters in hard stone

RETAINING WALL (DR) 1.00 HEIGHT

2.6.1-Earth Work in excavation by mechanical mens (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10sqm plan)including disposal of excavated earth,lead up to 50m and lift up

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

5.9.1 - Centering and shuttering including strutting etc and removal of form for foundation, footings, base of columns etc for mass concrete

5.22.6- Steel reinforcement for R.CC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo Mechanically treated bars

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

RETAINING WALL (DR) 1.50 Height

2.6.1-Earth Work in excavation by mechanical mens (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10sqm plan)including disposal of excavated earth,lead up to 50m and lift up

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

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

5.9.1 - Centering and shuttering including strutting etc and removal of form for foundation, footings, base of columns etc for mass concrete

5.22.6- Steel reinforcement for R.CC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo Mechanically treated bars

RETAINING WALL (DR) 2.00 Height

2.6.1-Earth Work in excavation by mechanical mens (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10sqm plan)including disposal of excavated earth,lead up to 50m and lift up

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

5.9.1 - Centering and shuttering including strutting etc and removal of form for foundation, footings, base of columns etc for mass concrete

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

5.22.6- Steel reinforcement for R.CC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo Mechanically treated bars

RCC FARMPOND 4M Ø

2.6.1-Earth Work in excavation by mechanical mens (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10sqm plan)including disposal of excavated earth,lead up to 50m and lift up

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

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

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 level Thermo - Mechanically Treated bars of grade Fe-500D or more

OD 55/2023 - Sinking of 4 m external diameter well (other than pneumatic method of sinking) through clayey soil, complete as per drawing and technical specifications, depth of sinking as reckoned from bed level, depth below bed level

13.2.1 - 15mm cement plaster on the rough side of single or half brick wall of mix 1:4 (I cement: 4 fine sand)

13.44.1 - Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm)

13.71 - Lettering with black Japan paint of approved brand and manufacture.

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

M P SUNNY

Sinil Jose A

JK CONSTRUCTION

RIYAS N