Border Roads Organisation Tender

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Border Roads Organisation - BRO Tender

Works
Eprocure
Opening Date4 Jul 2020
Closing Date23 Jul 2020
Tender AmountRefer Documents 
Notes
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Costs

Description

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Providing, laying and compaction of 100 mm thick Granular Sub Base Course 2nd layer confirming to MORT&H Specification for road and bridge works (Fifth Revision), over already laid GSBC surface including preparation of existing surface and inclusive of cost of all materials, machinery, carriage and correction works as required 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 machineries, inclusive of proper traffic control during laying to the satisfaction of Engineer, required quality control tests at required interval etc complete in all respect all as specified and directed by Engineer-In-Charge.

3757

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Providing, laying and compaction of 75 mm thick Wet Mix Macadam 1st layer confirming to MORT&H Specification for road and bridge works (Fifth Revision), over already laid, GSB surface including preparation 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 Engineer, required quality control tests at required interval etc complete in all respect all as specified and directed by Engineer-In-Charge.

2762

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Providing, laying and compaction of 75 mm thick Wet Mix Macadam 2nd layer confirming to MORT&H Specification for road and bridge works (Fifth Revision), over already laid, WMM surface including preparation 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 Engineer, required quality control tests at required interval etc complete in all respect all as specified and directed by Engineer-In-Charge.

2707

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Providing, laying and compaction of 75 mm thick Wet Mix Macadam 3rd layer confirming to MORT&H Specification for road and bridge works (Fifth Revision), over already laid, WMM surface including preparation 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 Engineer, required quality control tests at required interval etc complete in all respect all as specified and directed by Engineer-In-Charge.

2651

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Providing, laying and compaction of 50 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 4.7% bitumen VG-30 (Viscosity Grade-30) by mass 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.

1730

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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 5.6% bitumen VG-30 (Viscosity Grade-30) by mass 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.

1038

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Providing and applying Prime Coat over WMM surface by mechanical mean with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @ of 7.5 Km/10 Sqm (RS-1 grade) using emulsion pressure distributor, confirming to clause 502 of MoRT&H Specifications of Road and bridge works (Fifth Revision) complete in all respect and as specified and directed by Engineer-In-Charge.

34605

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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 viscosity grade paving bitumen of VG-10 grade using bitumen pressure distributer on prepared bituminous/granular surface cleaned with mechanical broom over DBM layer, all complete as per clause 503 of to MoRT&H Specifications (Fifth Revision) complete in all respect and as specified and directed by Engineer-In-Charge

34605

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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.

1569

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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)

7501

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