Zilla Parishad Tender
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Zilla Parishad Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Jan 2025
Closing Soon16 Jan 2025
Tender Amount₹ 3,25,000
Costs
EMD
₹ 5,400Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Construction Of Concrete Road From Najrul Khan House To Ajgar Khan House At Beluni.
Description
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Contact
Tender Id
2025_ZPHD_795715_1Tender No
10/DGP/5TH.SFC-UBG/2024-2025Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Labour for laying soling with departmental bricks including carriage of departmental bricks within a lead of 150 m. preparation of bed as necessary with brick joints properly filled in and packed with local sand or powdered earth and including necessary cushion of similar materials below the soling (and in between layers when more than one layer is used) (The item included the cost of obtaining local sand or powdered earth). Single brick flat soling (thickness 75 mm.). With new bricks including cost of supplied bricks.
236.89
291
69133.98
... More
Hire and labour charges for shuttering with or without staging upto 4.0 m. height using approved stout props with wooden plank/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. Where staging is not required.
24.3
214
5200.2
... More
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. Pakur variety.
25.51
6338
161698.45
... More
Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts beyond the initial lead of 50 m. upto 100 m. and initial lift upto 1.5 m. making bunds at top as directed dressing complete (Borrow pit measurement). In orinary soil.
5.41
90
490.52
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Carriage of all disturbed and undisturbed samples from site of work to the Divisional Office or elsewhere including loading and unloading as per direction of Engineer-in-Charge for detailed investigation.
1
1600
1600
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Test of material : Brick : Determination of compressive strength as per IS:3405(Part I-IV).
1
920
920
... More
Test of material : Brick : Determination of water absorption as per IS:3405(Part I-IV).
1
230
230
... More
Test of material : Brick : Determination of efflorence as per IS:3405(Part I-IV).
1
580
580
... More
Test of material : Cement : Fineness by dry sieving as per IS:4031(Part-I).
1
280
280
... More
Test of material : Sand : Grading by sieve analysis as per IS:2386(Part-I).
1
460
460
... More
Test of material : Stone : Grading by sieve analysis as per IS:2386(Part-I).
1
350
350
... More
Test of Concrete : Slump test as per IS:1199.
9
230
2070
... More
Test of Concrete : Compressive strength test of concrete specimen as per IS:516.
3
280
840
... More
Supplying, fitting and fixing Marble Plate with inscription of work (400 mm. x 250 mm.).
1
1000
1000
... More
Submitting pre-mid-post work photographs.
1
75
75
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GST
0.18
272024
48964.46
... More
CESS
0.01
320989
3209.89
... More
Contingency
1
800
800.86
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