Border Roads Organisation Tender
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Border Roads Organisation - BRO Tender
Civil And Construction
Excavation
Eprocure
Opening Date11 Dec 2024
Closing Date26 Dec 2024
Tender Amount₹ 6,33,17,000
Costs
EMD
₹ 6,41,585Document 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_678302_2Tender No
CE(P)Udayak-12/2024-25Tender Authority
Border Roads Organisation ViewPurchaser Address
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Documents
PROVIDING, LAYING AND COMPACTION OF GSB IN 150 MM, WMM 75 MM, SAND BLANKETING 25 MM, DBM 50 MM, BC 30 MM AND EARTH WORK IN EMBANKMENT COMPLETE IN ALL RESPECT ALL AS SPECIFIED BETWEEN KM 0.00 TO 6.50 ON ROAD CHAGLAGAM ROCHAM OF 116 RCC SECTOR UNDER 48 BRTF
PROVIDING, LAYING AND COMPACTION OF GSB IN 150 MM, WMM 75 MM, SAND BLANKETING 25 MM, DBM 50 MM, BC 30 MM AND EARTH WORK IN EMBANKMENT COMPLETE IN ALL RESPECT ALL AS SPECIFIED BETWEEN KM 0.00 TO 6.50 ON ROAD CHAGLAGAM ROCHAM OF 116 RCC SECTOR UNDER 48 TF
BOQ Items
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Providing sand blanketing to a depth of 25 mm spraying water, compacting with power roller all complete to achieve the desired density including grading conforming MORT&H Specifications for Road and Bridge Works (5th Revision) and as directed and approved by Engineer-in-Charge.
55.2
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Providing laying & compaction of 50 mm thick DBM layer, precoated stone aggregate physical requirement/grading/mix composition requirement as per Table -500-8/9/10 respectively of MORT&H specifications for road and bridge works with 4.50% asphalt VG-10 viscosity grade as per MORT&H (5th Revision) data book and rolled to the required specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in- Charge.
954.42
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Providing, laying & compaction of Bituminous Concrete 30 mm compacted thickness on bituminous carpet layer conforming to Table : 500-17 and mix satisfying the physical requirement of table: 500-16 of MORT&H (5th Revision) specifications mixed with 5.4% binder asphalt VG-10 viscosity grade by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MORT&H data book and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge.
572.65
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Providing and Applying of Prime Coat with bitumen emulsion on prepared surface of granular base (WMM) including clearing of road surface and spraying primer @ 7.5 Kg per 10 sqm by mechanical means conforming to clause 502 of MORT & H specifications for Road and Bridge Works (5th Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge.
19088.3
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Providing and Applying of Tack Coat with bitumen VG-10 using bitumen pressure distributor @ 2.5 kg/10 sqm on prepared bituminous/granular (DBM) surface cleaned with mechanical broom, all complete as clause 503 of MORT&H (5th Revision) specifications as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge.
19088.3
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Earthwork in embankment/Shoulders/ Berm filling with earth free from roots spreading in layers not exceeding 30 cm including watering and fishing to required slope & level not exceeding 1.5m high above the base in ordinary soil in hill roads where cut & fill method is adopted clause 408 of MORT&H specifications (5th Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge.
1041.2
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