Directorate Of Urban Local Bodies Tender

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The DOLBU has issued a formal invitation for competitive bids for the Directorate Of Urban Local Bodies project, for Ward-19 Sangam Vihar Gopal Se Mukesh in Ghaziabad, Uttar Pradesh, with an estimated contract value of Rs. 4,32,361. The bid opening date for this tender is 12-10-2021 and the last date for bid submission is 20-11-2021. 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 - DOLBU Tender

Opening Date12 Oct 2021
Closing Date20 Nov 2021
Tender Amount₹ 4,32,361 
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BOQ Items

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Cement concrete with 2 cm gauge stone grits coarse sand & cement in the proportion of (4:2:1) including supply of all material labour tools and plants etc .rquired for proper completion of work S.I 279(a)

3.2

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7000

12

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386036.35

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Concrete with 4 cm. gauge brick ballast, fine sand of 1.25 F.M. and cement. In proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. . SI no -273

9.93

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3250

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M-150 Brick Work in (1:4) cement & Coarse Sand 2.20 F.M. Mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. . SI no 305( a)

17.23

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4950

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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering , shuttering , finishing and reinforcement-1:1.5:3 (1 cement :1.5coarse sand (ZoneIII) derived from natural sources : 3 graded stone aggregates 20 mm nominal size derived from natural sources). D.S.R (5:1:2)

1.08

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6984

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M.S. (tor steel or plain) in Plain work such as R.C.C. work including bending for proper shape as necessary inclding bending for proper complition of the work and including supply of all steel & wastage, bend, hooks and authorised overlapping hall be measured.. SI NO. 504

0.96

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5600

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E/w in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not be exceeding 0.50m in depth and earth work in embankment to be in 20 cm . Layers including ramming and dressing the surface to required level and slop and also including 1.5m lift and upto 8km .SI No-253

287.42

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264.4

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Centering and Shuttering including strutting; Propping etc and removal form for Suspended floors , roofs ,landings , balconies and access platform D.S.R (5:9:3)

6.12

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640



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