Directorate Of Urban Local Bodies Tender

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The Directorate Of Urban Local Bodies has issued a formal invitation for competitive bids for Const. Drain And Interlocking Work At Ward 6 in Raebareli, Uttar Pradesh, with an estimated contract value of Rs. 13,50,946. The bid opening date for this tender is 03-09-2019 and the last date for bid submission is 09-09-2019. Interested bidders for Directorate Of Urban Local Bodies tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Directorate Of Urban Local Bodies Tender

Opening Date3 Sep 2019
Closing Date9 Sep 2019
Tender Amount₹ 13,50,946 
Notes
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BOQ Items

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12 mm thick plaster in 1:3 in cement and coarse sand including all respects as per pwd. S.I.No. 583

177.12

29136

164.5

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Earth Wark in filling in ordinary sail cortege up to 5 km. & 01 km. kachcha marg + royalty including all respects as pre pwd. S.I.No. 253 + cortege + royalty

223.31

64201

287.5

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P/l cement concrete in 1:6:12 in cement, fine sand & 40 mm gauge brick ballast including all respects as per pwd S.I No. 273

21.25

61996

2917.5

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P/L cement concrete in 1:2:4 in cement coarse sand & 20 mm grade stone grit including all respects as per pwd S.I.No. 279(b)

6.56

40666

6199.2

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R.C.C. work in slab in 1:2:4 in cement, coarse sand & 20 mm grade stone grit excluding supply of reinforcement but including cost of centering and shuttering etc. all respects as pwd. S.I.No. 283

19.2

154560

8050

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Site clearance as per site

1

1000

1000

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Construction of granular sub base by well providing well graded material, spreading in uniform layers with mortar grader on prepared surface & well compacted with smooth roller to achieve the desired density as per technical specification clause 401

42.21

139322

3300.7

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P/F of display / inauguration black granite board including letter writing etc. all cost complete.

1

6500

6500

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P/L 80mm thick zig-zag shaped rubber mould interlocking ties compressive strength shall not be less than 30 MPA & waith is not less than 5.50 kg. including 04 cm thick cushion of local sand & 01 cm thick layer spreading for joint filling including all respects as per pwd. as per checked analysis of rate

527.7

488650

926



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