Public Works Department Tender
View complete overview of Manipur PWD Tender
Costs
EMD
₹ 26,20,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_PWDM1_1325_1Bid Award Id
ViewTender No
SSW/BID/UK-02/CRIF/2020-21/05Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwdmanipur.nic.in/
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Documents
BOQ Items
Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 to 309 of MoRTH specified. Excavation material to be used in embankment with a lead of 50m (average lead 25 m)
13510
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Construction of Road Pavement
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Providing and laying a compacting granular base/sub-base according to lines grades & cross sections by using naturally occurred sand gravel/conforming to IRC Grading-II of MORTH specifications free from organic or other deleterious constituants compacted by rolling with power roller of 8 to 10 tonne capacity in layers not exceeding 150mm (Spread thickness) i/c rolling of the road surface to proper level & grades 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge.
20083.19
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Providing and laying, spreading and compacting stone aggregate to wet mix macadum specification including premixing the material with water to OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper/dumper to site, laying layers in bases courses on well prepared underbase and compacting with power vibratory roller to achieve the desired density i/c lighting guarding barricading and maintenance of diversion etc. (By Mechanical means).
9172.5
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying pruimer using mechanical means.
45862.5
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Providing laying bituminous macadum with 40 - 60 TPH hot mixed plant producing an average output of 35 tonnes per hour using crushed aggregate of specified grading with bituminous binder transported to site laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Bituminous @ 4%.specification clause No. 508 complete in all respects.
2293.13
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Providing and laying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface clean with mechical broom.
45862.5
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Providing and laying semi-dense bituminous concrete with 40 - 60 TPH batch type HMP producing an average output of 35 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 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 rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
1146.56
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Construction of RCC Ring Culvert 1000mm dia. NP-3 : 11 Nos.
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Earth work in excavation in foundation for structure complete as per drawing & technical specification a) OrdinarySoil.
i) Depth upto 3.0 m
470.69
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Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm. thick including watering and compacting.
a) Selected granular materials in filling.
156.86
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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 m below ground level and upto a height of 1.5m. above ground / bed level.
12.21
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RR Masonry (uncoursed) in cement mortar 1:3 in foundn.upto a depth of 1.5m above ground/bed level.
182.16
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Cement plaster 12mm. thick in cement mortar 1:3.
303.9
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Laying reinforced cement concrete pipes N.P. -3 for culverts including pointing ends and fixing collar with cement mortar 1:2
(a) 1000 mm dia.
82.5
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Const. of RCC Slab Culvert 1.0 m span - 6 Nos.
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Earth work in excavation in foundation for structure complete as per drawing & technical specification a) OrdinarySoil.
i) Depth upto 3.0 m
331.23
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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 m below ground level and upto a height of 1.5m. above ground / bed level.
50.4
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Cement concrete 1:3:6 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5m. below ground/bed level and 1.5m. above ground/bed level i/c form work.
177.06
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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position.
15
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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.
9
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Steel reinforcement for R.C.C. works including bending, binding and placing in position.
3764.04
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Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm. thick including watering and compacting.
b) Selected granular materials in filling.
110.4
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Construction of retaining wall 3.0m high - 82.00 m
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Earth work in exccavation of foundation for structures complete as per drawing and Technical Specification.
a) Ordinary Soil i) Depth upto 3m
315.71
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Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm. thick including watering and compacting.
a) Selected granular materials in filling.
104.97
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Cement concrete 1:4:8 mix screened shigle 40 mm normal size mechanically mixed & bibrated in foundation upto a depth of 1.50m above ground/bad level.
21.32
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RR Masonry (uncoursed) in cement mortar 1:3 in foundn.upto a depth of 1.5m above ground/bed level.
354.24
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Cement plaster 12mm. thick in cement mortar 1:3.
157.44
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Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing & technical specification.
41.02
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