Uttar Banga Krishi Viswavidyalaya Tender
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Uttar Banga Krishi Viswavidyalaya - UBKV Tender
Civil And Construction
Civil Works Others
Excavation
Eprocure
Opening Date7 Sep 2022
Closing Date27 Sep 2022
Tender Amount₹ 8,86,234
Costs
EMD
₹ 17,725Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UBKV_402903_2Bid Award Id
ViewTender No
NIeT-03/2022-23Tender Authority
Uttar Banga Krishi Viswavidyalaya ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
124.7
-
551.36
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
217
-
366.51
(II) Cement concrete with 30 mm down graded shingles excluding shuttering.
N.B. Variety In ground floor (a) 1:3:6 proportion
16.28
-
4951.26
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(ii ) River Bazree
21.98
-
7016.06
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.(b) River bazree
12.66
-
6447.08
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). (f) 25 mm to 30 mm shuttering without staging in foundation
202.5
-
231.9
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.(a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL
1.76
-
67608.69
Brick work with 1st class bricks in cement mortar (6 : 1)- a) In Foundation & Plinth (GL.TO P.L)
15.47
-
5617.54
Pre-Constructional Anti-termite Treatment: Treatment to the back filling of R.C.C. foundation with chemical emulsion by admixing chloropyrofos emulsifiable concentrate (1% concentration) with water by weight at the rate of 7.5 ltr. per sq.m. of the vertical surface of the substructure of each side of the foundation. The work shall be carried out as per specification as described in para 6.3.1 of code IS-6313 (part-II) 1981 (Mode of measurement will be per sq.m. of vertical area of foundation treated).
172
-
154.97
40 mm. thick damp proof course with cement concrete (1:1.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing slurry coat complete [cost of water proofing compound and non toxic paint to be paid seperately) for underground water retaining structures.
28.13
-
354.07
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](i) With 1:6 cement mortar,(b) 20 mm thick plaster
59
-
187.78
Cement concrete (1:1.5:3) with graded stone chips 5.6 mm size with hexagonal square mesh wire netting, I.R.C. fabric mesh or X.P. M. fitted and fixed after tying the existing reinforcement on concrete without distributing the same and with proper scarping and clean and scaffolding complete as per direction of Engineer-in -charge.c) 37.5mm thick
172
-
662.88
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