Soil Survey And Soil Conservation Department Tender
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Soil Survey And Soil Conservation Department - DSSC Tender
Eprocure
Opening Date17 Nov 2022
Closing Date25 Nov 2022
Tender Amount₹ 15,34,156
Costs
EMD
₹ 38,360Document Cost
₹ 2,755Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_DSSC_530283_1Bid Award Id
ViewTender No
SSSC/1562/2022-PG2/RIDF25Tender Authority
Soil Survey And Soil Conservation Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
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Documents
Techspecdrawinglocation
BOQ Items
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4.1.5
Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded
stone aggregate 20 mm nominal size)
6.75
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-
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4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
30
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-
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Retaining wall (1m ht) - 110Rm
-
-
-
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2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting outanddisposal of excavated earth lead upto 50 m and lift upto 1.5 m,
asdirected by Engineer-in-charge. All kinds of soil
82.5
-
-
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60.7.1
DRY RUBBLE MASONRY - Dry rubble without cocrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials, labour charges etc. complete as per direction of departmental officers at site
101.75
-
-
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4.1.5
Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded
stone aggregate 20 mm nominal size)
4.95
-
-
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4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
22
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-
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Checkdam (2m) - 1 No.
-
-
-
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2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting outanddisposal of excavated earth lead upto 50 m and lift upto 1.5 m,
asdirected by Engineer-in-charge. All kinds of soil
1.48
-
-
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60.7.1
DRY RUBBLE MASONRY - Dry rubble without cocrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials, labour charges etc. complete as per direction of departmental officers at site
2.12
-
-
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4.1.5
Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded
stone aggregate 20 mm nominal size)
0.36
-
-
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4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
0.6
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-
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Jungle stone Retaining wall (1.20m ht) - 80Rm
-
-
-
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2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting outanddisposal of excavated earth lead upto 50 m and lift upto 1.5 m,
asdirected by Engineer-in-charge. All kinds of soil
65.6
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-
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OD 1556/2022-2023
Jungle stone masonry - Jungle stone without cocrete levelling course masonry with locally available jungle stone including packing to compactness to lines and levels, cost and conveyance of all materials, labour charges etc. complete as per direction of departmental officers at site
82.4
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-
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4.1.5
Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded
stone aggregate 20 mm nominal size)
3.6
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-
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4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
16
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-
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Foot slab - 3 Nos.
-
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-
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2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting outanddisposal of excavated earth lead upto 50 m and lift upto 1.5 m,
asdirected by Engineer-in-charge. All kinds of soil
22.5
-
-
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60.7.1
DRY RUBBLE MASONRY - Dry rubble without cocrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials, labour charges etc. complete as per direction of departmental officers at site
12
-
-
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7.1.1
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
15.75
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-
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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)
2.88
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-
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5.22.6
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
249.74
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-
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5.9.3
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform
11.16
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-
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4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for : foundations, footings, bases for columns
6.24
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-
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