Soil Survey And Soil Conservation Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 5,515Tender Fee
Refer Documents
Summary
Nida Project Of Thaliparamba Legislative Assembly Constituencyin Kannur Edakkom Micro Watersehd Phase Ii
Description
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Contact
Tender Id
2024_DSSC_676108_1Bid Award Id
ViewTender No
SSSC/1377/2024-PG(4)/NIDATender Authority
Soil Survey And Soil Conservation Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
PreliminaryagreementandNIT
BOQ Items
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
207.98
-
-
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
110
-
-
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)
24.16
-
-
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)
20.58
-
-
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)
86.36
-
-
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)
12.32
-
-
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
38.96
-
-
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
1587.77
-
-
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
28.59
-
-
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.
222.08
-
-
5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
66.24
-
-
5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
12.96
-
-
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
14.6
-
-
13.9.1
Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
146.24
-
-
OD151649/2022-2023
60.63.2. FRP SHUTTERS - 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 provided in the grooves already arranged and as per the direction of departmental .officers
17.67
-
-
OD151648/2022-2023
60.63.1. FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.
FRP C Channel with accessories including cost ,conveyance ,taxes etc complete
34.8
-
-
10.25.2
Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
516.96
-
-
4.1.4
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 : 4 graded stone aggregate 40 mm nominal size)
0.14
-
-
OD151654/2022-2023
51.18.12.7. Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings
to be paid separately)
External work - 65 mm nominal dia
13.8
-
-
OD151591/2022-2023
16mm poly propeylene Rope for lifting shutter in VCB
48
-
-
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)
99.44
-
-
OD1568/2023-2024
Laterite masonry with roughly dressed laterite stone of 40x20x15cm or nearest size
with dry
joints including all cost of materials, labour charges etc complete.
51.02
-
-
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)
0.35
-
-
WATER HARVESTING STRUCTURE 10 X 10 X 4.2M SIZE 2 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 excavated earth, lead up to 50 m and lift up to 1.5m, disposedearth to be levelled and neatly dressed.All kinds of soil
1433.09
-
-
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
1395.6
-
-
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
160
-
-
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)
38.5
-
-
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
33.2
-
-
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)
27.49
-
-
OD151632/2022-2023
Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearest size with dry joints including all cost of materials, labour charges etc complete.
327.94
-
-
50.6.7.1
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
82.17
-
-
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
39.24
-
-
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
923.36
-
-
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
25.36
-
-
2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
472.5
-
-
13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
154.66
-
-
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)
4
-
-
13.71
Lettering with black Japan pint of approved brand and manufacture
3600
-
-
WATER HARVESTING STRUCTURE 8 X 8 X 3.6 M SIZE 3 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 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
1320.82
-
-
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
1136.57
-
-
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
180
-
-
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)
40.75
-
-
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns
15.84
-
-
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)
27.17
-
-
OD151635/2022-2023
Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearest
size with dry joints including all cost of materials, labour charges etc complete.
297.97
-
-
50.6.7.1
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
76.13
-
-
5.9.1
Centering and shuttering including strutting, etc. and removal of form
for:Foundations, footings, bases of columns, etc for mass concrete
50.58
-
-
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
974.73
-
-
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
28.51
-
-
2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
499.5
-
-
13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
201.99
-
-
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)
6
-
-
13.71
Lettering with black Japan pint of approved brand and manufacture
5400
-
-
Spring Water Collection Tank - 1 no
-
-
-
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
2.8
-
-
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)
0.8
-
-
5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
15.14
-
-
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
71.62
-
-
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
1.59
-
-
50.6.7.1
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
1.95
-
-
13.9.1
Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
16.1
-
-
13.2.1
15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand)
6.83
-
-
OD1566/2023-2024
PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc.complete.
0.75
-
-
CONCRETE CHECK DAM 3 M WIDE 2 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 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
87.62
-
-
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
46.22
-
-
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
48
-
-
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)
10.76
-
-
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns
46
-
-
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)
64.9
-
-
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..
128.7
-
-
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)
4.33
-
-
13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
74.63
-
-
LATERITE CHECK DAM 2M WIDE 10 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 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
11.6
-
-
OD151637/2022-2023
Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearest size with dry joints including all cost of materials, labour charges etc complete.
17.2
-
-
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
44.07
-
-
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
1.15
-
-
LATERITE CHECK DAM 3M WIDE 12 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 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
26.64
-
-
OD151638/2022-2023
Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearest size with dry joints including all cost of materials, labour charges etc complete.
42.48
-
-
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
7.2
-
-
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
124.02
-
-
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
3.51
-
-
CROSS BUND 10 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 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
2.1
-
-
OD151638/2022-2023
Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearestsize with dry joints including all cost of materials, labour charges etc complete.
9.66
-
-
RETAINING WALL 1 M HEIGHT 400M
-
-
-
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
288
-
-
OD151639/2022-2023
Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearestsize with dry joints including all cost of materials, labour charges etc complete.
338
-
-
5.9.1
Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete
80.09
-
-
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
832.03
-
-
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
17.7
-
-
RETAINING WALL 1.50 M HEIGHT 450M
-
-
-
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
607.5
-
-
OD151640/2022-2023
Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearest size with dry joints including all cost of materials, labour charges etc complete.
618.75
-
-
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
90.1
-
-
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
936.08
-
-
OD151640/2022-2023
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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm
nominal size
22.05
-
-
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