Municipal Affairs Department Tender
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The MAD has issued a formal invitation for competitive bids for the Municipal Affairs Department project, for Construction Of Surface Drain From H/o Montu Behra To H/o Shanti Das And H/o Gour Ghosh To H/o Sasankho Pandey In Ward No-17 Under Dankuni Municipality in Hooghly, West Bengal, with an estimated contract value of Rs. 1,94,288. The bid opening date for this tender is 27-05-2025 and the last date for bid submission is 09-06-2025. Interested bidders for Municipal Affairs Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Municipal Affairs Department - MAD Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date27 May 2025
Closing Date9 Jun 2025
Tender Amount₹ 1,94,288
Costs
EMD
₹ 3,886Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MAD_852802_1Tender No
WBMAD/DKM/CP/e-NIT-29/2025-26Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
46.5
357
-
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(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor
(A) [Pakur Variety] (a) 1:3:6 proportion
4.65
4783
-
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Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
6.2
5246
-
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125 mm. thick brick work with 1st class bricks in cement morter (1:4) in ground floor
24.8
714
-
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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] (i) With 1:6 cement mortar (c) 15 mm thick plaster
68.2
141
-
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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.
68.2
32
-
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Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in
foundation or in foundation trenches.
41.85
24
-
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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.(i) Pakur Variety
4.185
5468
-
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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 (i) Tor steel/Mild Steel
I. SAIL/ TATA/RINL
ii JSW
0.410653
54400
-
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Hire and Labour Charges for shuttering with hard wood for precast R.C. Slab curved, or stright and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc, complete in all respect.
(only the area in contact with concrete to be measured)
20.77
94
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Dismantling of Structures
Dismantling of existing structures like culverts, bridges,
retaining walls and other structure comprising of
masonry, cement concrete, steel work, including T&P
and scaffolding wherever necessary, sorting the
dismantled material, disposal of unserviceable
material and stacking the serviceable material with all
lifts and lead of 1000 m as per Technical Specifications
Clause 202 for Rural Roads of MORD.
(I) By Manual Means b) cement concrete
8.68
399
-
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providing and fixing concrete sign board as per IRC specification of size 900 x 750 x 37 thik made with RCC 1:1.5:3 with pakur variety store chips reinforced with double layer IRC fabric 75 x75 mm mesh and fixed with necessary nuts and bolts on two RC precast post 100mm x 150 mm of height 2.65 metres of which top 750 mm is of Section 100x13 mm and 1.90 m above G.L & 0.75m below G.L including digging hole repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. effort direction of the engineering in charge
1
2230
-
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G.S.T (SGST 9%+CGST 9%)
-
-
-
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Cess (1%)
-
-
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Evaluation Notes How It Works ?
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