Public Works Department Tender

View complete overview of Manipur PWD Tender

Public Works Department - PWD Tender

Works
Eprocure
Opening Date6 Jul 2021
Closing Date6 Aug 2021
Tender AmountRefer Documents 
Notes
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Costs

Description

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Providing ,laying and compacting granular base/ sub-base according to lines ,grades and cross-sections by using naturally occurred sand gravel/conforming to IRC Grade -II of M.O.S.T. specification free from organic ore other deleterious constituent spreading with motor grader and compacted by rolling with power roller of 8 - 10 capacity in layers not exceeding 150mm (spread thickness) i/c rolling of the road surface to proper level and grades 30 cm width edging on both side etc. complete as directed by Engineer-in-charge.

5845.06

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Providing , laying ,spreading and compacting stone aggregate of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing , rolling with power roller 8-10 tones in stages to proper grade and camber , applying and brooming requisite type of screening & binding materials to fill up the interstices of coarse aggregates , watering and rolling making necessary earthen bund to protect edges, lighting , guarding , barricading and maintenance of diversion etc. (A). By manual means: a). IRC Grade -II

10715.93

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b) IRC Grade - III

7062.77

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Providing and laying semi dense bituminous concrete with 60 -80 TPH batch type HMP producing an average output of 35 tonnes per hour using crushed aggregates of specified grading ,premixed with bituminous binder @ 5 percent 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 tendem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects.(I) . For Grading II (10 mm nominal size) (a) Using Bitumen 60/70

1785.99

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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

5010

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SH :- (B) Construction of Protection Works

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Earth work in excavation in foundation trenches etc in drains and channels etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge of excavation including disposal of surplus soil as directed within a lead of 30 meters.

12011.25

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

1153.08

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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.

320.4

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Random rubble masonry (Uncoarsed) in cement mortar 1:3 in foundation upto a depth of 1.5m and also 1.5m above / bed level.

9416.82

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Providing weep holes in plain concrete/reinforced concrete abutment ,wing wall/return wall complete as per drawing and technical specification.

6213.82

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Earth filling with surplus soil excavated from foundation and taken only from outside of building plinth in 15cm layers, including running watering and consolidation lead 30m.

4003.75

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