Soil Survey And Soil Conservation Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 5,515Tender Fee
Refer Documents
Summary
Nabard Infrastructure Development Assistance Project Of Thaliparamba Legislative Assembly Constituency In Kannur Morazha Microwatershed Phase Ii In Anthoor Muncipality
Description
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Contact
Tender Id
2023_DSSC_611220_1Bid Award Id
ViewTender No
PG(4)1153/2023/NIDATender Authority
Soil Survey And Soil Conservation Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
PrelimagreementandNIT
BOQ Items
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
-
-
4.1.3
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 siz
25.66
-
-
OD151579/2022-2023
Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearest size with dry joints including all cost of materials, labour charges etc
313.3
-
-
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.
96.8
-
-
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
27.24
-
-
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)
20.15
-
-
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
709.42
-
-
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
22.64
-
-
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)
7.03
-
-
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)
156.46
-
-
13.37.1
White washing with lime to give an even shade:New work (three or more coats)
156.46
-
-
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
-
-
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
240
-
-
WATER HARVESTING STRUCTURE TYPE -2 (10MX10MX4.2M) - 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
649.41
-
-
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
697.8
-
-
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)
19.25
-
-
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 siz
12.83
-
-
OD151586/2022-2023
Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearest size with dry joints including all cost of materials, labour charges etc
161.52
-
-
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.
56.27
-
-
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
13.62
-
-
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)
10.08
-
-
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
354.71
-
-
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns
14.41
-
-
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)
4.19
-
-
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.
236.25
-
-
13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
78.23
-
-
13.37.1
White washing with lime to give an even shade:New work (three or more coats)
78.23
-
-
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)
2
-
-
13.71
Lettering with black Japan pint 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
120
-
-
KATTAKKALAM – 1 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
12.96
-
-
OD151600/2022-2023
Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearest size with dry joints including all cost of materials, labour charges etc
12.96
-
-
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.
12.48
-
-
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.
12.96
-
-
50.2.25.1
Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
45.83
-
-
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)
19.6
-
-
13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
184.32
-
-
SIDE PROTECTION WALL 1.2 ht @ VALIYA THODU - 685 RM
-
-
-
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
246.6
-
-
OD151613/2022-2023
Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearest size with dry joints including all cost of materials, labour charges etc
246.6
-
-
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.
328.46
-
-
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.
246.6
-
-
50.2.25.1
Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
430.58
-
-
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns
137.08
-
-
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)
27.4
-
-
OD907/2023-2024
Coir geo textiles with grass/ vegetation on levelled earth surface including all cost of materials, labour charges etc complete.
1604.96
-
-
SIDE PROTECTION WALL 1.2 ht WITH FOOtPATH @ VALIYA THODU - 685 RM
-
-
-
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
246.6
-
-
OD151615/2022-2023
Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearest size with dry joints including all cost of materials, labour charges etc
246.6
-
-
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.
328.46
-
-
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.
246.6
-
-
50.2.25.1
Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of
foundations 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 as per direction
of site Engineer-in-charge
1498.03
-
-
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns
411.32
-
-
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)
109.6
-
-
OD846/2023-2024
Coir geo textiles with grass/ vegetation on levelled earth surface including all cost of materials, labour charges etc complete.
1082.3
-
-
SIDE PROTECTION WALL 2.00 ht @ VALIYA THODU - 200 RM
-
-
-
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
216
-
-
OD151606/2022-2023
Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck,
spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
72
-
-
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)
48
-
-
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.
385.63
-
-
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
40.09
-
-
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.
216
-
-
50.2.25.1
Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
177.38
-
-
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)
9
-
-
OD848/2023-2024
Coir geo textiles with grass/ vegetation on levelled earth surface including all cost of
materials, labour charges etc complete.
664.4
-
-
SIDE PROTECTION WALL 2.00 ht WITH FOOTPATH @ VALIYA THODU - 200 RM
-
-
-
OD851/2023-2024
60.1.2 Ring bund Type2 Putting up ring bund with earth filled gunny bag of top width 1m bottom width 2 m height 2m 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
45
-
-
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
216
-
-
OD151607/2022-2023
Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck,
spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
72
-
-
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)
48
-
-
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.
385.44
-
-
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns
120.09
-
-
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.
216
-
-
50.2.25.1
Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
616.79
-
-
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)
33
-
-
OD849/2023-2024
Coir geo textiles with grass/ vegetation on levelled earth surface including all cost of materials, labour charges etc complete.
528
-
-
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
-
-
CROSS BUND 3 M - 15 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
14.4
-
-
OD151602/2022-2023
Laterate masonry with roughly dressed laterate stone of size 40x20x15cm or nearest size with dry joints including all cost of materials, labour charges etc
19.8
-
-
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns
9
-
-
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)
2.7
-
-
OVERFLOW PIPE DRAIN @ VALIYATHODU - 10 Nos.
-
-
-
19.35.2
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2
(1 cement : 2 fine sand) including testing of joints etc. complete.600 mm dia RCC pipes.
30
-
-
STEPS FOR MANUAL LIFTING OF WATER FROM STREAM - 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
1.01
-
-
OD151624/2022-2023
51.2.3 Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck,
spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
0.34
-
-
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)
0.22
-
-
5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
0.48
-
-
5.9.7
Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
8.87
-
-
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
1.36
-
-
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)
1.36
-
-
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
75.23
-
-
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