West Bengal Mayel Lyang Lepcha Development Board Tender
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West Bengal Mayel Lyang Lepcha Development Board Tender
Eprocure
Opening Date9 Sep 2019
Closing Date22 Sep 2019
Tender Amount₹ 5,83,081
Costs
EMD
₹ 11,708Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_MLLDB_243218_2Bid Award Id
ViewTender No
NIT/WBMLLDB/002/2019-20Tender Authority
West Bengal Mayel Lyang Lepcha Development Board ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
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(a) Depth of excavation not exceeding 1,500 mm.
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At ground
70.27
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119.27
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e) Add extra for cutting lateriate/sandstone
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1) Cutting with chisel
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Foundation
41.7
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174.75
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Rubble masonry in cement (1:4) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site
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(a) In Road and Jhora Work
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Wall
13.02
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4728
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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 ofapproved 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)
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(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
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Wing wall
172.87
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334
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Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any.
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(i) (1:3:6) proportion
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Wing wall
81.74
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3964.8
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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, in ground floor as per relevant IS codes.
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(ii) River Bazree
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R-beam
3.09
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7238.4
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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.
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(a) For works in foundation and upto roof of groundfloor/upto 4 m
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(i) Tor steel/Mild Steel
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I. SAIL/ TATA/RINL
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Assuming 1.2% of Ordinary cement Concrete.
0.49
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88513.2
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Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.
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At bed
42.54
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64
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Stone Boulder 150 mm of N. Bengal variety
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volume of boulder soling -
6.38
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1272
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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.
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(b) River bazree
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At bed
6.38
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6370.8
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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]
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(ii) With 1:4 cement mortar
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(b) 15 mm thick plaster
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Side wall
40.8
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211.2
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