Border Roads Organisation Tender
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Border Roads Organisation - BRO Tender
Excavation
Eprocure
Opening Date1 Nov 2019
Closing Date22 Nov 2019
Tender Amount₹ 20,78,69,000
Costs
EMD
₹ 15,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_BRO_515605_1Bid Award Id
ViewTender No
CE (P) UDAYAK-29 of 2019-20Tender Authority
Border Roads Organisation ViewPurchaser Address
-Website
http://http://www.bro.gov.in/
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Documents
P L and C of surfacing works for WMM 100 mm, WMM 75 mm, DBM 60 mm, BC 30 mm compacted thick between km 5.000 to km 19.430 on road Brahmkund-Arrowa under 1444 BCC, 48 TF of Project Udayak in Arunachal Pradesh State
P L and C of surfacing works for WMM 100 mm, WMM 75 mm, DBM 60 mm, BC 30 mm compacted thick between km 5.000 to km 19.430 on road Brahmkund-Arrowa under 1444 BCC, 48 TF of Project Udayak in Arunachal Pradesh State
BOQ Items
Providing, laying and compaction of 100 mm thick Wet Mix Macadam confirming to MORT&H Specification for road and bridge works (Fifth Revision), over already laid, WBM surface including preparation and correction of existing surface and inclusive of cost of all materials, machinery, carriage and correction works as required by means of paver finisher including manual operation as and when required for proper grade and level and camber, through rolling with power roller with necessary hand packing to give an even surface, including running expenses of all plants and machineries, inclusive of proper traffic control during laying to the satisfaction of -In-Charge, required quality control tests at required interval etc complete in all respect all as specified and directed by Engineer-In-Charge.
10731
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Providing, laying and compaction of 60 mm thick DBM (Dense Bituminous Macadam) layer over WMM surface including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table:500-10 and aggregates satisfying the physical requirement of table 500-08 of MORT&H specifications of Road and bridge works (Fifth Revision) mixed with minimum 4.5% bitumen VG-30 (Viscocity Grade-30) by weight of total mix and 2% filler by weight of mix all as specified as per MoRT&H specifications (Fifth Revision) complete in all respect and all as specified and directed by Engineer-In-Charge.
6174
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Providing, laying and compaction of 30 mm thick BC (Bituminous Concrete) layer including preparation and correction of existing surface, with pre-coated stone chips grading confirming to Table:500-17 and aggregates satisfying the physical requirement of table 500-16 of MORT&H specifications of Road and bridge works (Fifth revision) mixed with minimum 5.4% bitumen VG-30 (Viscocity Grade-30) by weight of total mix and 2% filler by weight of mix all as specified as per MoRT&H specifications (Fifth Revision) complete in all respect all as specified and directed by Engineer-In-Charge.
3087
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Providing and applying Prime Coat over WMM surface by mechanical mean confirming to clause 502 of MoRT&H specifications with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraing primer @ of 7.5 Km/10 Sqm (RS-1 grade) using emulsion pressure distributor, all complete as per clause 502 of to MoRT&H specifications (Fifth Revision) complete in all respect all as specified and directed by Engineer-In-Charge.
102899
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Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor @ 2.5 Kg/10 Sqm (RS-1 grade) or using low viscocity grade paving bitumen of VG-10 grade using bitumen pressure distributer on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of to MoRT&H specifications (Fifth Revision) complete in all respect all as specified and directed by Engineer-In-Charge
205797
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Providing and applying Road marking with thermoplastic paint (2.5 mm thick) conforming to MoRT&H specifications (Fifth Revision): 803.4 and IRC/IS Codes as applicable including preparation of surface and application complete in all respect all as specified and directed by Engineer-In-Charge.
4550
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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 & level not exceeding 1.5 m high above the base in ordinary soil complete in all respect all as specified and directed by Engineer-in-Charge. (Berm filling)
23799
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