Animal Resources Development Department Tender
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Animal Resources Development Department - ARD Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date17 Feb 2025
Closing Soon4 Mar 2025
Tender Amount₹ 24,26,924
Costs
EMD
₹ 48,538Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_ARD_816537_1Tender No
WBARD/WBLDC/NIT-855e/2024-25 Dated 10/02/2025Tender Authority
Animal Resources Development Department ViewPurchaser Address
-Website
http://https://www.wbard.gov.in/
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Documents
Construction of New Drain and Vehicle Bay at Keratin Extraction Unit, Haringhata, Nadia Pin-741246 under West Bengal Livestock Development Corporation Limited for the year 2024-25
The Contractor is to quote the rate on Percentage BOQ format of the components as specified in the BOQ. The percent rate (less or excess from scheduled rate) will be quoted in the BOQ. Rate quoted shall be including GST, Cess and other taxes / all charges
BOQ Items
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C) (iv) With carried earth arranged by the contractor within a radius exceeding 5 km. but not exceeding 10 km. including cost of carried earth
337.2
512
172767.79
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(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)
337.2
936
315690.01
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Construction of Granular Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, ixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by compacting brick aggregates (40 mm down) and sand (in proportion of 60:40). For achieving 1 cum compacted volume, the loose volume to be laid as 1.38 cum. 75 mm compacted thickness each layer.(2 layer)
75.87
1775
134723.88
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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
621.3
24
14911.2
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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. a) Pakur Variety
27.65
5248
145132.36
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Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
23
5413
124499
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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
101.93
5744
585596.28
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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 guage black annealed wire at every intersection, complete as per drawing and direction. (i) Tor steel / Mild Steel II. Other than TATA/ SAIL/RINL
8
53162
425296.56
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Hire & Labour charge 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works.
(f) 25 mm to 30 mm shuttering without staging in foundation
138.57
209
28961.13
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(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
245
20
4900
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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 (b) 20 mm thick plaster
200.78
175
35136.5
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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
195.98
34
6663.32
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M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge.
In ground floor.
3.25
10090
32792.5
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Taxes & Duties
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-
-
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Add: G.S.T. @ 18% of Rs. 20,36,351=54 i.e. Rs. 3,66,543=28
1
366543
366543.28
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Add: Labour Cess @ 1% of Rs. 24,02,894=82 i.e. Rs. 24,028=95
1
24028
24028.95
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