Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date26 Jul 2024
Closing Date9 Aug 2024
Tender Amount₹ 4,83,641
Costs
EMD
₹ 9,673Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WBPWD_722442_1Bid Award Id
ViewTender No
NIeT3Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
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BOQ Items
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Guniting concrete surface with cement mortar (25 mm nominal thick) applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification. c) 37.5mm thick
30.51
33162
1086.92
... More
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. [Excluding cost of chipping over concrete surface] With 1:4 cement mortar 10 mm thick plaster (Inside) Ground Floor
30.51
4747
155.59
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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 75 m. 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 1.500 mm.
41.85
5949
14214.6
... More
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation
13.95
1289
9241.22
... More
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 Ground Floor
4.19
28731
6857.07
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Supplying and application of chemical for post Installed rebar connection by ........................instructions should be strIctly followed as per manufacturer's specl/icatlons as approved by EICprior to drlll/ng along with post· Installed rebar embedment design report. The existing concrete member should be scanned using rebar scanner to avoid hitting existing reinforcement in concrete during drilling. ii) Cost of post Installed rebering app ication with chemicat as specifieafor 12 mm dia peT em of depth
1152
28835
25.03
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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. Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. Ground Floor
68.98
30335
439.77
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Supplying. preparing and placement of ready mix on shrink cementious microconcrete having no metalic aggregate or chlorides for repairing and \iackting of damagedR.C.C.members. Themicro concrete should achieve a compressive strength not ~ ~~less than 10 MPaafter 24 hours. 40 Mpaafter 7 days3 ~ and 50Mpa aftre 28 days at 300C.It should have~ unrestrained expansion in between 1 to 4%. flexural~ strength shall not be less than 5MPaafter 28 days.Micro concrete should have a co-efficient of thermal expansion similar to that of the host concrete.
5.07
305179
60240.72
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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. For works in foundation, basement and upto roof of ground floor/upto 4 mm. Tor steel/Mild Steel SAIL/ TATA/RINL Ground Floor
0.47
30644
65477.85
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