Kerala Ayurvedic Studies And Research Society Tender
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Kerala Ayurvedic Studies And Research Society - DAME Tender
Civil And Construction
Building Construction
Eprocure
Opening Date12 Sep 2024
Closing Date26 Sep 2024
Tender Amount₹ 12,70,371
Costs
EMD
₹ 31,800Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DAME_691034_1Bid Award Id
ViewTender No
A4-1847/2024/KASRSTender Authority
Kerala Ayurvedic Studies And Research Society ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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2.7.1
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.Ordinary rock
20
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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)
6.1
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60.7.1
DRY RUBBLE MASONRY _ Dry rubble without concrete 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
24.01
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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) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
8.91
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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
27.5
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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)
4
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4.3.3
Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers,
abutments, pillars, posts and struts
33
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5.2.2
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand :
3 graded stone aggregate 20 mm nominal size)
2
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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 levelThermo - Mechanically Treated bars of grade Fe-500D or more
724
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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.
42.24
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50.6.7.3
Laterate masonry with neatly dressed laterate stone of size 40x20x15 cm or nearest size in cement
mortar 1:6 for superstructure above floor two level upto floor five level including all cost of materials,
labour charges etc.
53.75
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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 : 4 graded stone aggregate 20 mm
nominal size)
2.43
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13.1.2
12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
527
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13.43.1
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface:Water thinnable cement primer
527
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10.1
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer all complete.
113.47
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13.63.1
Painting with aluminium paint of approved brand and manufacture to give an even shade.Two or more
coats on new work
17.42
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16.18.1
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for serarately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire
875
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50.10.2
Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. Complete
700
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od72935/2024_2025
Providing & fixing High pressure laminated sheet 8mm thick as approved by the Engineer in charge. The sheets shall be fixed using self drilling /welding/ self tapping screw including cutting to size shapes where ever required.
2
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13.61.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new
48
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