Soil Survey And Soil Conservation Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 5,515Tender Fee
Refer Documents
Summary
Dlt Works In Kappad Peringalayi Watershed Kannur District
Description
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Contact
Tender Id
2023_DSSC_600137_1Bid Award Id
ViewTender No
PG(2)925/2022/RIDF25Tender Authority
Soil Survey And Soil Conservation Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
13.1.1 12 mm cement plaster of mix:
1:4 ( 1 cement : 4 fine sand)
219.78
-
-
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.
37000
-
-
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
9.41
-
-
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.
9.41
-
-
od1725/2022_2023
Supplying and filling spreading and leveling charcoal in filter unit in required thickness
4.71
-
-
od1797/2022_2023
Supplying and laying PVC Wire mesh (Layer net ) in every layer
235.27
-
-
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
1480
-
-
od1730/2022_2023
160 mm PVC Gutter stopper
148
-
-
od1731/2022_2023
160 mm PVC Gutter dropper
148
-
-
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
296
-
-
od1734/2022_2023
:Supplying and fixing 160mm PVC gutter elbow.for all leads and lifts complete as per the direction of engineer -in -charge
222
-
-
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
2220
-
-
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
888
-
-
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
1110
-
-
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
370
-
-
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
740
-
-
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
592
-
-
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
370
-
-
od1781/2022-2023
Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC
solvent cement -75x50 mm dia Reducer
370
-
-
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
148
-
-
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
148
-
-
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)
2.66
-
-
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
1926.96
-
-
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
444
-
-
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
87.75
-
-
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
48.67
-
-
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
317.89
-
-
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)
5.85
-
-
5.9.1
Centering and shuttering including strutting, propping etc. and removal of formwork forfoundations, footings, bases for columns , etc. for mass concrete.
54.86
-
-
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
520
-
-
od1730/2022-2023
160 mm PVC Gutter stopper
52
-
-
od1741/2022-2023
160 mm PVC Gutter dropper
52
-
-
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
104
-
-
od1734/2022-2023:
Supplying and fixing 160mm PVC gutter elbow .for all leads and lifts complete as per the direction of engineer -in -charge
78
-
-
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
780
-
-
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
520
-
-
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
390
-
-
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
130
-
-
50.18.9.21Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVCsolvent cement - 75 mm dia Elbow
260
-
-
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
208
-
-
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
130
-
-
od1781/2022-2023
Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x50 mm dia Reducer
130
-
-
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
18.15
-
-
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.
54.45
-
-
13.1.1. 12 mm cement plaster of mix:
222.75
-
-
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.
37500
-
-
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
9.54
-
-
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.
9.54
-
-
od1725/2022_2023
Supplying and filling spreading and leveling charcoal in filter unit in required thickness
4.77
-
-
od70/2023_2024
Supplying and laying PVC Wire mesh (Layer net ) in every layer
238.44
-
-
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
1500
-
-
od80/2023_2024
160 mm PVC Gutter stopper
150
-
-
od1741/2022_2023
160 mm PVC Gutter dropper
150
-
-
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
300
-
-
od81/2023-2024
:Supplying and fixing 160mm PVC gutter elbow.for all leads and lifts complete as per the direction of engineer -in -charge
225
-
-
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
2250
-
-
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
900
-
-
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
1125
-
-
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
375
-
-
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
750
-
-
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
600
-
-
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
375
-
-
od1781/2022-2023
Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC
solvent cement -75x50 mm dia Reducer
375
-
-
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
150
-
-
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
150
-
-
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
3.36
-
-
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
4.2
-
-
4.3.1
Centering and shuttering including strutting, propping etc. and removal of formwork for foundations, footings, bases for columns
2.8
-
-
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)
0.84
-
-
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
4.2
-
-
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
5.25
-
-
4.3.1
Centering and shuttering including strutting, propping etc. and removal of formwork for foundations, footings, bases for columns
3
-
-
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)
1.05
-
-
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
252
-
-
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
295.75
-
-
5.9.1 Centering and shuttering including strutting, etc. and removal of formwork forfoundations, footings, bases for columns etc. for mass concrete
70
-
-
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)
15.75
-
-
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.
638.29
-
-
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
55
-
-
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
64
-
-
5.9.1 Centering and shuttering including strutting, etc. and removal of formwork forfoundations, footings, bases for columns etc. for mass concrete
8
-
-
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)
2
-
-
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.
83.25
-
-
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
6
-
-
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
25.94
-
-
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)
2.43
-
-
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)
20.87
-
-
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)
1.15
-
-
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)
2.46
-
-
4.3.1 Centering and shuttering including strutting, propping etc. and removal of formwork forfoundations, footings, bases for columns
1.62
-
-
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.
48.27
-
-
13.1.1. 12 mm cement plaster of mix:
1:4 ( 1 cement : 4 fine sand)
18.58
-
-
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
0.39
-
-
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
1.8
-
-
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
25
-
-
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
9
-
-
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
31.3
-
-
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)
3.03
-
-
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)
26.27
-
-
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)
3.52
-
-
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)
3.01
-
-
4.3.1 Centering and shuttering including strutting, propping etc. and removal of formwork forfoundations, footings, bases for columns
2.6
-
-
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.
50.77
-
-
13.1.1. 12 mm cement plaster of mix:
1:4 ( 1 cement : 4 fine sand)
23.19
-
-
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
0.99
-
-
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
4
-
-
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
25
-
-
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
668.85
-
-
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
691.45
-
-
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)
20.02
-
-
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)
13.34
-
-
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
159.39
-
-
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
48.49
-
-
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
236.25
-
-
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)
1.2
-
-
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)
12.64
-
-
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.
442.22
-
-
13.1.1. 12 mm cement plaster of mix:
1:4 ( 1 cement : 4 fine sand)
79.33
-
-
5.9.1. Centering and shuttering including strutting, etc. and removal of formwork forfoundations, footings, bases for columns etc. for mass concrete
25.92
-
-
13.37.1. White washing with lime to give an even shade:New work (three or more coats)
79.33
-
-
13.44.1. Finishing walls with water proofing cement paint of required shade new work (Two or more coats applied @3.84kg/10sqm
2
-
-
13.71. Lettering with black Japan paint of approved brand and manufacture
1800
-
-
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
50
-
-
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
5
-
-
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
29.63
-
-
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
26.56
-
-
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
4.74
-
-
4.3.1. Centering and shuttering including strutting, propping etc. and removal of formwork forfoundations, footings, bases for columns
5.48
-
-
5.9.1. Centering and shuttering including strutting, etc. and removal of formwork for foundations, footings, bases for columns etc for mass concrete.
6
-
-
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)
2.55
-
-
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)
1.44
-
-
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)
1.4
-
-
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.
55.53
-
-
13.1.1. 12 mm cement plaster of mix:
1:4 ( 1 cement : 4 fine sand)
15.11
-
-
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
20
-
-
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