Kerala Veterinary and Animal Sciences University-KVASU has published Re-Tender-Modification To The Drainage System Around The Tvcc Building Cvas , Mannuthy . . Submission Date for this Tender is 30-04-2021. Drainage Tenders in Mannuthy Kerala. Bidders can get complete Tender details and download the document.
Work Name : Modification to the drainage system around the TVCC Building CVAS,Mannuthy. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | DRAIN | BI01010001010000000000000515BI0100001113 | ||
2 | 1.01 | 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 | BI01010001010000000000000515BI0100001114 | 139.11 | cum |
3 | 1.02 | 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 | BI01010001010000000000000515BI0100001115 | 42.62 | cum |
4 | 1.03 | 2.25 : Filling available excavated 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.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. | BI01010001010000000000000515BI0100001116 | 31.57 | cum |
5 | 1.04 | 16.83 : Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001117 | 32.8 | sqm |
6 | 1.05 | 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) | BI01010001010000000000000515BI0100001118 | 1.678 | cum |
7 | 1.06 | 5.1.2 : 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001119 | 2.441 | cum |
8 | 1.07 | 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) | BI01010001010000000000000515BI0100001120 | 1.095 | cum |
9 | 1.08 | 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. | BI01010001010000000000000515BI0100001121 | 12.6 | sqm |
10 | 1.09 | 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001122 | 22.831 | metre |
11 | 1.1 | 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 | BI01010001010000000000000515BI0100001123 | 239.753 | kilogram |
12 | 1.11 | 19.36.2 : Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including\ncollars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2\n(1 cement : 2 fine sand) including testing of joints etc. complete.600 mm dia RCC pipes. | BI01010001010000000000000515BI0100001124 | 74 | metre |
13 | 1.12 | od349055/2020_2021 : supplying and fixing precast RCC rings of grade (1:1.5:3) reinforced with 8 mm main bar 2 nos horizontal and stirrups at 20 cm spacing, inner dia of ring 2.35 m, top width of ring 7.5 cm and bottom width is 6.25 cm depth of ring consist of 21 cm including filling the side with available earth consolidating each deposited layer by ramming ,pointing the joints of each ring etc. 6.3 m below Ground level all complete as per the direction of engineer in charge | BI01010001010000000000000515BI0100001125 | 47 | each |
14 | 1.13 | od350417/2020_2021 : Engaging coolie for petty works | BI01010001010000000000000515BI0100001126 | 5 | no |
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