DLT Works in kappad peringalayi watershed kannur district

Amount

ROOF WATER HARVESTING AND WELL RECHARGING - DIRECT -74Nos ( GI stay as per site conditions)

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

50.6.7.1 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm nearest size in cement mortar 1:6 for foundation and basement including all cost of materials , labour charges etc. Complete.

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

18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

23.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit,over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge

23.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in- charge.

od1725/2022_2023 Supplying and filling spreading and leveling charcoal in filter unit in required thickness

od1797/2022_2023 Supplying and laying PVC Wire mesh (Layer net ) in every layer

od1808/2022_2023 Supplying and fixing PVC Gutter pipe 160mm (4kg/sq.m)including supply and fixing 160mm GI clamp for all leads and lifts as complete as per the direction of engineer -in- charge

od1730/2022_2023 160 mm PVC Gutter stopper

od1731/2022_2023 160 mm PVC Gutter dropper

od1732/2022_2023 :Supplying and fixing 160mm PVC gutter bend (elbow) with dropper.for all leads and lifts complete as per the direction of engineer -in -charge

od1734/2022_2023 :Supplying and fixing 160mm PVC gutter elbow.for all leads and lifts complete as per the direction of engineer -in -charge

50.18.9.18.2 Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 - External work - Exposed on wall

50.18.9.8.2 Providing and fixing PVC pipes including of pipes with one step pvc solvent cement, trenching and refilling and testing of joints complete as per direction of Engineer in charge. 75mm dia 4 Kg/cm2

50.18.9.21.4 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Bend

50.18.9.21.2 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia 45 degree elbow

50.18.9.21 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Elbow

50.18.9.21.5 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x75x75 mm dia Tee

50.18.9.21.10 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x63 mm dia Reducer

od1781/2022-2023 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x50 mm dia Reducer

od1735/2022_2023 Supplying and fixing 75 mm PVC control valve for all leads and lifts complete as per the direction of Engineer -in- charge

od1736/2022_2023 Providing and fixing PVC moulded fittings/accessories for rigid PVC pipes including jointing with PVC solvent cement- 75mm dia union tank connector

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 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size)

50.10.2 steel work for purlin/ single section with GI pipes including cutting hoisting fixing inposition and applying a priming coat of approved steel primer, including welding and bolted with specialshaped washers etc.complete

od49/2023-2024 Providing and fixing PVC pipes including fixing the pipe with clamps using nut and bolt at 1m spacing. This included jointing of pipes with one step PVC solvent cement and testing of jointsjointing with PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 - External work - Exposed on GI pipe

Roof Water Harvesting and Well Recharging (Indirect)- 26 Nos

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

50.6.7.1 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cementmortar 1:6 for foundation and basement including all cost of materials, labour charges etc

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position andbinding all complete upto plinth levelThermo - 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 ofcentering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size)

5.9.1 Centering and shuttering including strutting, propping etc. and removal of formwork forfoundations, footings, bases for columns , etc. for mass concrete.

od 1807/2022-2023 Supplying and fixing PVC Gutter pipe 160mm (4kg/sq.m)including sssupply and fixing 160mm GI clampfor all leads and lifts as complete as per the direction of engineer -in- charge

od1730/2022-2023 160 mm PVC Gutter stopper

od1741/2022-2023 160 mm PVC Gutter dropper

od1743/2022-2023 :Supplying and fixing 160mm PVC gutter bend (elbow) with dropper.for all leads and lifts complete as perthe direction of engineer -in -charge

od1734/2022-2023: Supplying and fixing 160mm PVC gutter elbow .for all leads and lifts complete as per the direction of engineer -in -charge

50.18.9.18.2 Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. Thisincluded jointing of pipes with one step PVC solvent cement and testing of joints complete as perdirection of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 - External work - Exposed on wall

50.18.9.8.2 Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching andrefilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 4 Kgf/cm2

50.18.9.21.4 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVCsolvent cement - 75 mm dia Bend

50.18.9.21.2 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia 45 degree elbow

50.18.9.21Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVCsolvent cement - 75 mm dia Elbow

50.18.9.21.5 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVCsolvent cement -75x75x75 mm dia Tee

50.18.9.21.10 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVCsolvent cement -75x63 mm dia Reducer

od1781/2022-2023 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x50 mm dia Reducer

ROOF WATER HARVESTING AND WELL RECHARGING - DIRECT -75Nos

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

50.6.7.1 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm nearest size in cement mortar 1:6 for foundation and basement including all cost of materials , labour charges etc. Complete.

13.1.1. 12 mm cement plaster of mix:

18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

23.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit,over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge

23.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in- charge.

od1725/2022_2023 Supplying and filling spreading and leveling charcoal in filter unit in required thickness

od70/2023_2024 Supplying and laying PVC Wire mesh (Layer net ) in every layer

od85/2023_2024 Supplying and fixing PVC Gutter pipe 160mm (4kg/sq.m)including supply and fixing 160mm GI clamp for all leads and lifts as complete as per the direction of engineer -in- charge

od80/2023_2024 160 mm PVC Gutter stopper

od1741/2022_2023 160 mm PVC Gutter dropper

od83/2023-2024 :Supplying and fixing 160mm PVC gutter bend (elbow) with dropper.for all leads and lifts complete as per the direction of engineer -in -charge

od81/2023-2024 :Supplying and fixing 160mm PVC gutter elbow.for all leads and lifts complete as per the direction of engineer -in -charge

50.18.9.18.2 Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 - External work - Exposed on wall

50.18.9.8.2 Providing and fixing PVC pipes including of pipes with one step pvc solvent cement, trenching and refilling and testing of joints complete as per direction of Engineer in charge. 75mm dia 4 Kg/cm2

50.18.9.21.4 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Bend

50.18.9.21.2 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia 45 degree elbow

50.18.9.21 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Elbow

50.18.9.21.5 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x75x75 mm dia Tee

50.18.9.21.10 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x63 mm dia Reducer

od1781/2022-2023 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x50 mm dia Reducer

od 86/2023-2024 Supplying and fixing 75 mm PVC control valve for all leads and lifts complete as per the direction of Engineer -in- charge

od 87/2023-2024 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75mm dia union tank connector

CHECKS upto 2m BED WIDTH USING LATERITE STONE - 7Nos

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 up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil

OD 1744/2022-2023 Laterite masonry using roughly dressed stones of size 40x20x15cm or nearest size with dry joints including all cost of materials conveyance and labour charges etc complete

4.3.1 Centering and shuttering including strutting, propping etc. and removal of formwork for foundations, footings, bases for columns

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)

CROSS CHECKS upto 3m BED WIDTH USING LATERITE STONE - 5Nos

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 up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil

OD 1744/2022-2023 Laterite masonry using roughly dressed stones of size 40x20x15cm or nearest size with dry joints including all cost of materials conveyance and labour charges etc complete

4.3.1 Centering and shuttering including strutting, propping etc. and removal of formwork for foundations, footings, bases for columns

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 1.0m height-350 Rm

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 up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil

OD 1744/2022-2023 Laterite masonry using roughly dressed stones of size 40x20x15cm or nearest size with dry joints including all cost of materials conveyance and labour charges etc complete

5.9.1 Centering and shuttering including strutting, etc. and removal of formwork forfoundations, footings, bases for columns etc. for mass concrete

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 up to plinth level: 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 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. Using TMT, 8mm dia main bar @20cm c/c as long reinforcement and 8mm short bars @ 25mm dia c/c for all belts with 50mm cover on ends.

RETAINING WALL 1.5m height-4 Rm

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 up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil

OD 1744/2022-2023 Laterite masonry using roughly dressed stones of size 40x20x15cm or nearest size with dry joints including all cost of materials conveyance and labour charges etc complete

5.9.1 Centering and shuttering including strutting, etc. and removal of formwork forfoundations, footings, bases for columns etc. for mass concrete

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 up to plinth level: 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 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. Using TMT, 8mm dia main bar @20cm c/c as long reinforcement and 8mm short bars @ 25mm dia c/c for all belts with 50mm cover on ends.

CONCRETE CHECK DAM WITH WING WALL - 2.1M SPAN

60.1.2. RING BUND Type II Putting up ring bund with earth fill gunny bags of top width 1.0m bottom width 2.0m height 2.0m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and cleaning the site by dismantling the bund after completion of the work 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 up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds 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 mm nominal size)

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)

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: 1:11/2:3 (1 cement : 11/2 coarse sand : 3graded stone aggregate 20 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 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size)

4.3.1 Centering and shuttering including strutting, propping etc. and removal of formwork forfoundations, 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.

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

60.63.2. Supplying and fixing FRP shutters of suitable size to with stand the design and max. Water pressure as prescribed by the departmental officer and installing the FRP channels provideded in the grooves already arranged and as per the direction of departmental officers

60.63.1. Supplying and fixing FRP channels of 'C' profile and sill beam size 100X100X100mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental officers

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

CONCRETE CHECK DAM WITH WING WALL - 4.6M SPAN

60.1.2. RING BUND Type II Putting up ring bund with earth fill gunny bags of top width 1.0m bottom width 2.0m height 2.0m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and cleaning the site by dismantling the bund after completion of the work 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 up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds 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 mm nominal size)

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)

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 (1 cement : 2 coarse sand : 4graded 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: 1:11/2:3 (1 cement : 11/2 coarse sand : 3graded stone aggregate 20 mm nominal size)

4.3.1 Centering and shuttering including strutting, propping etc. and removal of formwork forfoundations, 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.

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

60.63.2. Supplying and fixing FRP shutters of suitable size to with stand the design and max. Water pressure as prescribed by the departmental officer and installing the FRP channels provideded in the grooves already arranged and as per the direction of departmental officers

60.63.1. Supplying and fixing FRP channels of 'C' profile and sill beam size 100X100X100mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental officers

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

WATER HARVESTING STRUCTURE 10X10X4.20 ,1No

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 up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil

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

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

OD 1744/2022_2023 Laterite masonry using roughly dressed stones of size 40x20x15cm or nearest size with dry joints including all cost of materials conveyance and labour charges etc complete

50.6.7.1. Lateritemasonry with neatly dressed stone of size 40x20x15 in cement mortar 1:6 including all cost and conveyance of all materials of labour charges etc complete

2.25. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m

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 nominal size)

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 up to plinth level: 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 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. Using TMT, 8mm dia main bar @20cm c/c as long reinforcement and 8mm short bars @ 30cm dia c/c for all belts with 50mm cover on ends.

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

5.9.1. Centering and shuttering including strutting, etc. and removal of formwork forfoundations, footings, bases for columns etc. for mass concrete

13.37.1. White washing with lime to give an even shade:New work (three or more coats)

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

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 pump set including cost of labour, oil hire charges of pumpset, etc complete

SPRING TAPPING STRUCTURE-1 No

60.1.2 . RING BUND Type II Putting up ring bund with earth fill gunny bags of top width 1.0m bottom width 2.0m height 2.0m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and cleaning the site by dismantling the bund after completion of the work 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 up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil

OD 1744/2022_2023 Laterite masonry using roughly dressed stones of size 40x20x15cm or nearest size with dry joints including all cost of materials conveyance and labour charges etc complete

50.6.7.1. Laterite masonry with neatly dressed stone of size 40x20x15 in cement mortar 1:6 including all cost and conveyance of all materials of labour charges etc complete

4.3.1. Centering and shuttering including strutting, propping etc. and removal of formwork forfoundations, footings, bases for columns

5.9.1. Centering and shuttering including strutting, etc. and removal of formwork for foundations, footings, bases for columns etc for mass concrete.

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)

4.1.5. 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 nominal size)

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 up to plinth level: 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 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. Using TMT, 8mm dia main bar @22.5cm c/c and 8mm short bars @ 25cm c/c (for1.5M RW) 8mm dia main bar @20cm c/c and 8mm short bars @ 25cm c/c (for1.0M RW) all belts with 50mm cover on ends.

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

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

RENJULAL S

Jinod