Soil Survey And Soil Conservation Department Tender
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Soil Survey And Soil Conservation Department - DSSC Tender
Civil And Construction
Eprocure
Opening Date19 Nov 2022
Closing Date28 Nov 2022
Tender Amount₹ 25,56,426
Costs
EMD
₹ 50,000Document Cost
₹ 2,755Tender Fee
Refer Documents
Summary
Construction Of Side Protection Wall, Retaining Wall And Rcc Foot Slab In Karingal Watershed (phase I) In Maranallur Panchayat In Kattakada Constituency Of Thiruvananthapuram District Under Development Of Micro Watersheds (jalasamridhi)
Description
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Contact
Tender Id
2022_DSSC_531202_1Bid Award Id
ViewTender No
PG(1)7425/2022/DMWTender Authority
Soil Survey And Soil Conservation Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
Preliminary Agreement and NIT
Technical Specifications, Location and Drawings
BOQ Items
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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
40
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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 stoneaggregate 20 mm nominal size)
8
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-
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Side protection wall (RR masonry) in SC colony - 330m
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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 out anddisposal of excavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge. All kinds of soil
120.86
-
-
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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
66
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-
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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)
103.95
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-
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13.1.2
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
181.5
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-
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Retaining wall Type A (1m ht) -120m
-
-
-
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2.6.1
Earth work in excavation by mechanical means (Hydraulicexcavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out anddisposal of excavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge. All kinds of soil
80.4
-
-
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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
101.4
-
-
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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
24
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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 stoneaggregate 20 mm nominal size)
5.4
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-
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Retaining wall Type B (1.20m ht) -15m
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-
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2.6.1
Earth work in excavation by mechanical means (Hydraulicexcavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out anddisposal of excavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge. All kinds of soil
13.95
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-
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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
17.1
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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
3
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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 stoneaggregate 20 mm nominal size)
0.68
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-
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Retaining wall TYPE C (1.50m ht) -60m
-
-
-
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2.6.1
Earth work in excavation by mechanical means (Hydraulicexcavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out anddisposal of excavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge. All kinds of soil
70.5
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-
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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
86.25
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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
12
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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 stoneaggregate 20 mm nominal size)
2.7
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-
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RCC Foot slab - 1 No.
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-
-
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2.6.1
Earth work in excavation by mechanical means (Hydraulicexcavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out anddisposal of excavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge. All kinds of soil
11.75
-
-
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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
5
-
-
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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)
9.75
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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)
0.54
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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.
44.92
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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
2.4
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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
1.26
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-
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