Kerala Agricultural University-KAU has published State Plan 20-21-Renovation Of Eastern Side Pond At Main Entrance And Construction Of Compound Wall At Nh Side At Main Campus , Vellanikkara Renovation Of Eastern Side Pond At Main Entrance And Construction Of Compound Wall At Nh Side. Submission Date for this Tender is 27-03-2021. Wall construction Tenders in Main Campus,Vellanikkara Kerala. Bidders can get complete Tender details and download the document.
Work Name : State plan 20-21-Renovation of Eastern side pond at Main entrance and Construction of compound wall at NH side at Main Campus,Vellanikkara | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | APPENDIX A-Renovation of Eastern side pond at Main entrance | BI01010001010000000000000515BI0100001113 | ||
2 | 1.01 | 2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | BI01010001010000000000000515BI0100001114 | 480 | sqm |
3 | 1.02 | 2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | BI01010001010000000000000515BI0100001115 | 480 | sqm |
4 | 1.03 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001116 | 564 | cum |
5 | 1.04 | 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 | BI01010001010000000000000515BI0100001117 | 141 | cum |
6 | 1.05 | 60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001118 | 248 | hour |
7 | 1.06 | 60.1.1 : RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | BI01010001010000000000000515BI0100001119 | 132 | metre |
8 | 1.07 | 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) | BI01010001010000000000000515BI0100001120 | 43 | cum |
9 | 1.08 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001121 | 116 | sqm |
10 | 1.09 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001122 | 5 | sqm |
11 | 1.1 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001123 | 6 | sqm |
12 | 1.11 | 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. | BI01010001010000000000000515BI0100001124 | 1005 | sqm |
13 | 1.12 | 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 | BI01010001010000000000000515BI0100001125 | 19518 | kilogram |
14 | 1.13 | 60.6 : 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. | BI01010001010000000000000515BI0100001126 | 180 | metre |
15 | 1.14 | od1190/2020_2021 : Sinking well in all soils other than rock to lines and levels and plumb by scooping out from inside and below the stiening including use of dredgers or any other appliance, hire and labour of kentledge, jetting, dewatering,blasting, vibrating or any other method including removal of obstacles and dumping the spoil within a distance of 150 m.Well 4m to 5.5m dia ( outer)for Ist depth upto 3m below spring level | BI01010001010000000000000515BI0100001130 | 3 | metre |
16 | 1.15 | od1191/2020_2021 : Sinking well in all soils other than rock to lines and levels and plumb by scooping out from inside and below the stiening including use of dredgers or any other appliance, hire and labour of kentledge, jetting, dewatering,blasting, vibrating or any other method including removal of obstacles and dumping the spoil within a distance of 150 m.Well 4m to 5.5m dia ( outer)For every successive depth of 1.5m below first 3m depth | BI01010001010000000000000515BI0100001147 | 1 | each |
17 | 1.16 | 5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining | BI01010001010000000000000515BI0100001116 | 100 | sqm |
18 | 1.17 | 5.7 : Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001117 | 6 | cum |
19 | 1.18 | 5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level | BI01010001010000000000000515BI0100001118 | 197 | cum |
20 | 1.19 | 60.7.4 : DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001119 | 7.5 | cum |
21 | 2 | APPENDIX B-Construction of compound wall at Main Campus | BI01010001010000000000000515BI0100001120 | ||
22 | 2.01 | 50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | BI01010001010000000000000515BI0100001121 | 42 | cum |
23 | 2.02 | 50.6.1.4 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | BI01010001010000000000000515BI0100001122 | 2 | cum |
24 | 2.03 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001123 | 620 | sqm |
25 | 2.04 | od1185/2020_2021 : Providing water cut beeding 20 mm half round in CM 1:3 | BI01010001010000000000000515BI0100001124 | 150 | metre |
26 | 2.05 | od1186/2020_2021 : Providing boarder 75mm wide and 15mm thick in cement mortar 1:3 etc complete | BI01010001010000000000000515BI0100001125 | 204 | metre |
27 | 2.06 | 13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | BI01010001010000000000000515BI0100001126 | 625 | sqm |
28 | 2.07 | 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 | BI01010001010000000000000515BI0100001130 | 15 | cum |
29 | 2.08 | 2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | BI01010001010000000000000515BI0100001161 | 54 | sqm |
30 | 2.09 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001162 | 2 | cum |
31 | 2.1 | 15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | BI01010001010000000000000515BI0100001163 | 14 | cum |
32 | 2.11 | od1193/2020_2021 : Random rubble masonry with departmental 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) | BI01010001010000000000000515BI0100001164 | 14 | cum |
33 | 2.12 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001165 | 11 | sqm |
34 | 2.13 | 5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001166 | 180 | kg |
35 | 2.14 | 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) | BI01010001010000000000000515BI0100001167 | 3 | cum |
36 | 2.15 | od1187/2020_2021 : Providing and fixing 40mm GI post ( B class) welding bracket at bottom and closing free ends by welding with required sheet etc. in line & level including applying priming coat of approves steel primer.G.I. pipe-40mm | BI01010001010000000000000515BI0100001168 | 26 | per metre |
37 | 2.16 | od1188/2020_2021 : Fencing with GI chain link of size 10X10cm -10gX10g of standard pattern fixed with GI wire to the post and run GI plain wire no.10 through the top, middle and bottom of chain link and including all cost of materials and applying a priming coat etc complete. | BI01010001010000000000000515BI0100001169 | 24 | sqm |
38 | 2.17 | 4.3.3 : Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | BI01010001010000000000000515BI0100001170 | 2 | sqm |
39 | 2.18 | 4.2.3 : Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001171 | 0.9 | cum |
40 | 2.19 | od1189/2020_2021 : Supplying and fixing cast iron make university emblem of size 0.45 x 0.75 m or nearest size including all cost of materials and fixing charges etc. as per direction of departmental officers. | BI01010001010000000000000515BI0100001172 | 1925 | kg |
41 | 2.2 | 9.48.2 : Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc | BI01010001010000000000000515BI0100001130 | 120 | kg |
42 | 2.21 | 13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | BI01010001010000000000000515BI0100001147 | 12 | sqm |
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