Urban Administration And Development Tender

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Urban Administration And Development Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date13 Mar 2024
Closing Date12 Apr 2024
Tender Amount₹ 14,40,599 
Notes
Download

Costs

  • EMD

    ₹ 10,804
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 295

Description

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Providing and laying Cement Concrete grade M-10 Nominal mix 1:3:6 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes.

85

330650

3890

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Providing and laying Cement Concrete grade M-10 Nominal mix 1:3:6 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes.

8.5

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Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bituminous sealant (without dowel bars). (max. thickness 20cm)

127.5

691050

5420

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Providing and laying Cement Concrete grade M-10 Nominal mix 1:3:6 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes.

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92140

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Providing and laying Cement Concrete grade M-10 Nominal mix 1:3:6 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes.

10.2

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5420

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Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

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Centering and shuttering including strutting, propping stretching etc.complete for and removal of form work by sheet plate or ply wood shuttering for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc

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Providing and Laying non-pressure (NP3) RCC socket &spigot pipes with rubber gasket joint including testing ofjoints.300 mm dia..

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