Visva Bharati University Tender
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The Visva Bharati University has issued a formal invitation for competitive bids for Improvement Of Drains At Gurupally And Nichu Banglow Area, Santiniketan, (wb/24-25/064) in Birbhum, West Bengal, with an estimated contract value of Rs. 8,28,468. The bid opening date for this tender is 11-09-2024 and the last date for bid submission is 03-10-2024. Interested bidders for Visva Bharati University tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Visva Bharati University Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date11 Sep 2024
Closing Date3 Oct 2024
Tender Amount₹ 8,28,468
Costs
EMD
₹ 16,570Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_VB_825558_1Bid Award Id
ViewTender No
VB/ENGG/2024-25/42Tender Authority
Visva Bharati University ViewPurchaser Address
-Website
http://http://www.visvabharati.ac.in/
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BOQ Items
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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, as per relevant IS codes. - Pakur variety - In ground floor
50
255137
5102.76
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Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. - 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement - 35 mm thick - In ground floor
88
25366
288.26
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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) - (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed for every 4 m or part thereof) - 25 mm to 30 mm shuttering without staging in foundation
300
61500
205
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Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades.
29
3451
119
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. - Tor steel / mild steel (JSW/JSPL/Shyam/ SRMB/BMASL/ Electro Steel/SSL) - In foundation, basement and upto roof of ground floor / upto 4m
0.9
54002
60003
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Neat cement punning about 1.5 mm thick in wall, dado, window sills, floor, drain etc. - (Note: Cement 0.152 Cu.m. per 100 sq.m.)
340
11137
32.76
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Brick work with 1st class bricks in cement mortar (1:6) - In foundation and plinth
60
251883
4198.06
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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) - With earth obtained form excavation of foundation
64.83
5026
77.54
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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. - Depth of excavation not exceeding 1500 mm
296
35303
119.27
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