Zilla Parishad Tender
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Zilla Parishad Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date12 Mar 2025
Closing Soon20 Mar 2025
Tender Amount₹ 3,14,450
Costs
EMD
₹ 6,289Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Construction Of Pukka Cover Drain With Soakpit From Debu Karmakar House To Aloke Karmakar House
Description
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Contact
Tender Id
2025_ZPHD_826468_1Tender No
WB/S24PGS/ PGP/170/2024-25Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Supplying &laying Polythene Sheet properly over the Single layer Brick Flat solling layer before concreting the road
150.4
24
3609.6
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Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation (a) 1:3:6 proportion
5.64
4630
26114.67
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Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth
21.15
5306
112221.9
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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]
(ii) With 1:4 cement mortar
(b) 15 mm thick plaster
112.8
161
18160.8
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Neat cement punning about 1.5mm thick in wall, dado, window
sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
112.8
32
3695.33
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Ordinary Cement Concrete(mix 1:1.5:3)with graded stonechips(20mm nominal size)excluding & Re-inforcement if any in ground floor as per relevent I.S Code.
5.64
5888
33211.53
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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
(a) For works in foundation and upto roof of ground floor/upto 4 m
II. Other than
SAIL/ TATA/RINL
8 dia rod @125c/c Both ways
0.950mx7 Nos Rodx94 Nos Slab=625.0m
0.750mx9 Nos Rodx94 Nos Slab=635.0m
Total=1260.0mx@0.42 Kg/m=529.0 kg=0.53MT
0.53
54522
28896.66
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Hire and labour charges for Shuttering with orwithout staging upto 4.0 m height using approvedstout props with wooden planks/ply wood/steelsheet plate with required bracing for any kind ofplain or reinforced concrete works in all sorts of
minor structure including culvert, box culvert, crossdrain etc. The rate isinclusive of fitting, fixing andstriking out aftercompletion of work as perspecification and direction.
(b) Where staging is not required
2x1.0mx0.075mx94 Nos Slab=14.10 sqm
1x0.80mx0.075mx94 Nos Slab=5.64 sqm
Total=19.74 sqm
19.74
214
4224.36
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Material Testing-Bricks-Determination of Compressive Strength as per IS: 3405(partI-IV)-@920.00/-
1
920
920
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Construction of necessary Display Board including setting of Marble Tiles with necessary lettering etc. to disply the schematic details,as per instruction of E.I.C. with 3 copies of photo pre work, ongoing work and post work.
1
2230
2230
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ADD 9% CGST
1
23746
23746
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ADD 9% SGST
1
23746
23746
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ADD 1% LW CESS
1
3113
3113
Evaluation Notes How It Works ?
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