Border Roads Organisation Tender
View complete overview of Sikkim BRO Tender
Border Roads Organisation - BRO Tender
Civil And Construction
Road Construction
Eprocure
Opening Date23 Oct 2024
Closing Date12 Nov 2024
Tender Amount₹ 9,38,00,000
Costs
EMD
₹ 7,94,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_BRO_680836_1Bid Award Id
ViewTender No
80588Tender Authority
Border Roads Organisation ViewPurchaser Address
-Website
http://defproc.gov.in
GEM & Bid Advisory Services
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BOQ Items
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GSB 10 cm thick (compacted) with stone aggregate confirming to grading No I as per Tables-400-1 of MORT&H specification for Road and Bridge works including supply of material, watering and compaction all complete
8337.47
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GSB 15 cm thick (compacted) with stone aggregate confirming to grading No I as per Tables-400-1 of MORT&H specification for Road and Bridge works including supply of material, watering and compaction all complete
1012.01
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Providing laying, spreading and compacting graded stone aggregate grading as per Table -400-13 and satisfying the physical requirement as per Table No,400-12 of MoRT&H specifications for WMM specification to a thickness of 75 mm, including premixing the material with water to OMC to mechanical mis (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding
7070.55
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Providing laying, spreading and compacting graded stone aggregate grading as per Table -400-13 and satisfying the physical requirement as per Table No,400-12 of MoRT&H specifications for WMM specification to a thickness of 100 mm, including premixing the material with water to OMC to mechanical mis (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding
3535.28
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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 primer @7.50 Kg per 10 sqm (using BPD with manual labour)
3535.28
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Providing and laying 60 mm thick DBM layer, pre coated stone aggregate physical requirements/grading/mix composition requirement as per Table-500-8/9/10 respectively of MoRT&H specifications for road and bridge works with 4.250% asphalt VG-10 penetration grade as per MoSRT&H data book and rolled to the required specification.
3403.9
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @2.5 Kg/10 Sqm on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of MoSRT&H specifications
7070.55
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Providing and laying 30 mm thick BC on bituminous concrete layer with precoated stone chips grading confirming to Table 500-17 and mix satisfying the physical requirement of table 500-16 of MoRT&H specifications, mixed with 5% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoSRT&H data book.
3403.9
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Earthwork in embankment by filling with earth free from roots etc. spreading in layers not exceeding 30 cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill roads where cut and fill method is adopted
3363.58
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Road marking with thermoplastic paint (2.5 mm thick) confirming to MOST : 803.4 including preparation of surface and application
187.1
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