Directorate Of Urban Local Bodies Tender

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Directorate Of Urban Local Bodies Tender

Works
Eprocure
Opening Date14 Jan 2021
Closing Date21 Jan 2021
Tender Amount₹ 8,20,350 
Notes
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Costs

Summary

Bila Road Par Shahnai Palace Se Dr. Nishad Ke Makan Ke Aage Tak Nala Nirman - Kidwai Nagar

Description

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BOQ Items

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Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work.

110

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3600

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12mm thick plaster on brick massonary in the proportion 1:4 minimum thickness not less than 10mm with cement and find sand of 1.25 fineness modulus. (as S.I. No. 584)

210

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135

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Cement concrete with 2cm (3/4”) gauge approved stone ballast, approved coarse sand. Cement in the proportion 4 : 2 : 1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. (as per S.I.No. 279a)

7.5

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5400

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RCC work with cement approved coarse sand and 2cm (3/4”) gauge approved stone ballast in the proportion 4 : 2 : 1 in slab, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire and including necessary cantering and suttering etc and also including supply of all materials, labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost.

20

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6500

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Mild steel of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks and authorised over lapping shall be measured. (as per S.I. No. 504)

15

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5600

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Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification clause 302.3.11

160

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