Public Works Department Tender

View complete overview of Manipur PWD Tender

Public Works Department - PWD Tender

Works
Eprocure
Opening Date27 Mar 2021
Closing Date17 Apr 2021
Tender AmountRefer Documents 
Notes
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Costs

Description

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Providing and laying bituminous concrete with 60 -80 TPH batch type HMP producing an average out put of 35 tone per hour using crushed aggregate of specified grading, premixed with bituminous binder @ 5.5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller to achieve the desired compacting as per MORTH spn clause No.509 complete in all respects including providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom(i) on normal bituminous surface @0.20-0.30 kg/sqm.

1652.19

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Construction of 1m span slab Culverts:

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E/work in excavation in foundation for structures complete as per drawing and techincal specfication. (a) Ordinary soil i) Depth upto 3.0 m

136.55

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Cement concrete 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 m above ground/bed level.

16.8

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Cement concrete 1:3:6 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 m below ground level and 1.5 . above ground/bed level i/c formwork.

58.14

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Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement ,but including centering and shuttering laid in position.

5

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Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.

3

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Steel reinforcement for R.C.C works including bending, binding and placing in position. HYSD Bars

0.9

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Cement plaster 12 mm thick in cement mortar 1:3.

5.48

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Back filling behind abutment, wing walls and return walls complete as per drawing and technical specification. A) Gravelly materials

28.65

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