Border Roads Organisation Tender
View complete overview of Sikkim BRO Tender
Border Roads Organisation - BRO Tender
Civil And Construction
Construction Material
Eprocure
Opening Date7 Dec 2023
Closing DateCancelled
Tender Amount₹ 6,72,00,000
Costs
EMD
₹ 6,61,000Document 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
2023_BRO_631569_1Tender No
80560/E8Tender Authority
Border Roads Organisation ViewPurchaser Address
-Website
http://defproc.gov.in
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Documents
EXE OF SURF WKS FOR PROVIDING, LAYING AND COMP OF SUB GRADE PREPARATION, GRANULAR SUB BASE (GSB), WET MIX MACADAM (WMM), DENSE BITMINOUS MACADAM (DBM) AND BITUMINOUS CONCRETE (BC) AS PER GUIDLNS OF MORTH SPECI BRDG WKS (FIFTH REV) BET KM 0.0 TO KM 3.590
EXE OF SURF WKS FOR PROVIDING, LAYING AND COMP OF SUB GRADE PREPARATION, GRANULAR SUB BASE (GSB), WET MIX MACADAM (WMM), DENSE BITMINOUS MACADAM (DBM) AND BITUMINOUS CONCRETE (BC) AS PER GUIDLNS OF MORTH SPECI BRDG WKS (FIFTH REV) BET KM 0.0 TO KM 3.590
BOQ Items
Preparation of sub Grade in HR by excavation in trenches upto 20 cm average depth filling with small metal out of excavated material, including dressing excavated earth to required camber or super elevation and consolidating with power roller including watering and disposing all excavated material lead upto 30 mtr and as per MORT&H specifications for road and bridge fifth revision and as specified in particular specifications and as directed by Engineer-in-Charge
9721.6
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Providing of sand blanketing to a depth of 25 mm spraying water, compacting with power roller as per MoRT&H specifications for road and bridge fifth revision (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge
6197
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Earthwork in embankment by filling with earth free roots etc, spreading in layers not exceeding 30 cm including watering and finishing to required slope & level not exceeding 1.5 m high above the base in ordinary soil in hill roads where cut & fill method adopted and as per MORT&H specifications for road and bridge fifth revision and as specified in particular specifications and as directed by Engineer-in-Charge
774.56
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GSB Works between km 0.000 to Km 3.590 on Dikchu Rangrang road
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Providing, Laying and Compaction of 150 mm thick (compacted) GSB (Granular Sub Base) layer confirming to grading-I as per table 400-1 and clause 401 of MORT&H specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge.
26524.6
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WMM Works between km 0.000 to Km 3.590 on Dikchu Rangrang road
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Providing, Laying and Compaction of 100 mm thick (compacted) WMM (Wet Mix Macadam) layer confirming to grading as per table 400-13 and clause 406 of MORT&H specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge.
27472.7
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Providing, Laying and Compaction of 75 mm thick (compacted) WMM (Wet Mix Macadam) layer confirming to grading as per table 400-13 and clause 406 of MORT&H specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge.
52921.4
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Prime Coat between km 0.000 to Km 3.590 on Dikchu Rangrang road
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Providing and applying of primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 0.60 kg per sqm (using BPD) and all complete as per clause 502 of MORT&H specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge.
25448.7
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DBM Works between km 0.000 to Km 3.590 on Dikchu Rangrang road
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Providing, Laying and Compaction of 50 mm thick (compacted) DBM (Dense Bituminous Macadam) layer to satisfying the requirement as per clause 505 of MORTH specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge.
25448.7
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BC Works between km 0.000 to Km 3.590 on Dikchu Rangrang road
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Providing, Laying and Compaction 40 mm thick (Compacted) BC (Bituminous concrete) on dense bituminous macadam layer to satisfying the requirement as per clause 507 of MORTH specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge.
25448.7
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TACK COAT between km 0.000 to Km 3.590 on Dikchu Rangrang road
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Providing and applying of tack coat with bitumen emulsion using bitumen emulsion pressure distributor (BPD) @ 0.20 Kg/Sqm on prepared bituminous surfaces as per clause 503 of MORTH specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge.
50897.3
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Road marking between km 0.000 to Km 3.590 on Dikchu Rangrang road
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Providing and laying of Road marking with thermoplastic paint (2.5 mm thick) as per clause 803.40 of MORTH specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge.
897.6
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Fixing of road stud between km 0.000 to Km 3.590 on Dikchu Rangrang road
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Providing and fixing of road stud 100 x 100 mm, dicast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphalt surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar as per clause 804 of MORT&H specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge.
718
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