}

Renovation Of Rainshelter At Ssf Anakkayam Renovation Of Rainshelter At Ssf Anakkyam, Anakkayam-Kerala

Department Of Agriculture-DOA has published Renovation Of Rainshelter At Ssf Anakkayam Renovation Of Rainshelter At Ssf Anakkyam. Submission Date for this Tender is 03-02-2021. PEB Tenders in Anakkayam Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

26737079
Renovation Of Rainshelter At Ssf Anakkayam Renovation Of Rainshelter At Ssf Anakkyam
Open Tender
Indian
Kerala
Anakkayam
03-02-2021

Tender Details

Renovation Of Rainshelter At Ssf Anakkayam Renovation Of Rainshelter At Ssf Anakkyam

Key Value

Document Fees
INR 520 /-
EMD
INR 6508.0 /-
Tender Value
Refer document

BOQ Items

Work Name:Renovation works of Rain shelter at SSF Anakkayam
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Rennovation work of rain shelters at SSF,Anakkayam BI01010001010000000000000515BI0100001113
2 1.01 2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. BI01010001010000000000000515BI0100001114 200 sqm
3 1.02 15.19 : Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge. BI01010001010000000000000515BI0100001115 516.376 kg
4 1.03 od411/2020_2021 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) re fixing the old trusses etc., including hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. (Modifyied 10.16.2)<br>Hot finished seamless type tubes BI01010001010000000000000515BI0100001116 322.87 kg
5 1.04 od392/2020_2021 : Dismantling the old shade net from shade houses top without damage the good things including stacking the materials. BI01010001010000000000000515BI0100001117 188.48 sqm
6 1.05 15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. BI01010001010000000000000515BI0100001118 0.101 cum
7 1.06 15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar BI01010001010000000000000515BI0100001119 2.94 cum
8 1.07 50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., 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 BI01010001010000000000000515BI0100001120 322.497 kg
9 1.08 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 BI01010001010000000000000515BI0100001121 297.48 kg
10 1.09 50.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. BI01010001010000000000000515BI0100001122 8.364 cum
11 1.1 50.2.25.1 : Filling with contractor's own 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 as per direction of site Engineer-in-charge BI01010001010000000000000515BI0100001123 43.68 cum
12 1.11 50.6.1.8 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm 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 BI01010001010000000000000515BI0100001124 4.068 cum
13 1.12 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) BI01010001010000000000000515BI0100001125 0.42 cum
14 1.13 13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) BI01010001010000000000000515BI0100001126 73.5 sqm
15 1.14 13.40 : Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade: BI01010001010000000000000515BI0100001127 73.5 sqm
16 1.15 od394/2020_2021 : Supplying and fixing UV stabilized Polyethylene film 200 micron thick, IR blocking, Anti drip/ fog diffused multilayer, on the G.I. truss work with aluminium locking profile and zig zag spring galvanised with hex washer etc. complete but excluding the cost of aluminium locking profile and zig zag spring. BI01010001010000000000000515BI0100001128 144.316 sqm
17 1.16 od395/2020_2021 : Supplying and fixing of Aluminium locking profile with zig-zag spring with steel screws including cost of material and conveyance etc.. complete. BI01010001010000000000000515BI0100001129 81.5 metre
18 1.17 od467/2020_2021 : Supplying and fixing shade net 50-75% for green house side cover. BI01010001010000000000000515BI0100001130 252.56 metre
19 1.18 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 BI01010001010000000000000515BI0100001131 30.397 sqm
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