Border Roads Organisation Tender

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Border Roads Organisation - BRO Tender

Civil Works
Eprocure
Opening Date5 May 2020
Closing DateCancelled
Tender Amount₹ 12,73,00,000 
Notes
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Description

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Documents
PLANNING, DESIGN, DRAWING AND CONSTR OF PMT MARRIED ACCN PHASE-I, CONTR OF INTERNAL RDAND EXTERNAL ELECTRC WATER SUPPLY AND AREA DRAINAGE, ETC AS PER ENCLOSED SITE PLAN AND DRAWING FOR HQ CE P UDK AT DOOM DOOMA OF 1444 BCC,48 BRTF IN ASSAM
Integrity Pact Agreements
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BOQ Items

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Construction of accommodation block consisting of 04 units each block of Type IV quarters with all fittings and fixtures complete all as specified as per approved designs and drawings as directed by OC Contract/Engineer-in-charge.

2

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Construction of accommodation block consisting of 04 units of each block Type IV (Special) quarters with all fittings and fixtures complete all as specified as per approved designs and drawings as directed by OC Contract/Engineer-in-charge.

1

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Construction of accommodation block consisting of two units of Type IV (Special) quarter with all fittings and fixtures complete all as specified as per approved designs and drawings as directed by OC Contract/Engineer-in-charge.

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Construction of accommodation block consisting of two units of Type V quarter with all fittings and fixtures complete all as specified as per approved designs and drawings as directed by OC Contract/Engineer-in-charge.

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Construction of a block consisting of (duplex) of one unit of Type VI quarter with all fittings and fixtures complete all as specified as per approved designs and drawings as directed by OC Contract/Engineer-in-charge.

1

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Item No.02 (External Services) Planning, design, drawings and construction of external services including external water supply scheme, external electrification scheme, drainage system, internal road work for permanent married accommodations, Phase-I based on the Approved site plan and drawings for HQ CE (P ) Udayak and allied units co-located at Doom Dooma as specified in particular specifications and directed by Engineer in charge .

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Planning, design, drawing and construction of drainage system comprising of sanitary waste disposal system, storm water drains, household waste disposal etc, all as per approved design and drawing as specified, approved and directed by Engineer-in-charge.

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Planning, design, drawing and construction of external water supply scheme comprising of piping system, under ground tank. borewell, pumping system etc. all as per approved design and drawing as specified, approved and directed by Engineer-in-charge.

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Planning, design, drawing and construction of external electrification system comprising of electric sub station, electric poles for distribution of electricity including street light, connection to individual houses security light system along the periphery separate electric line for generator set etc. all as per approved design and drawing as specified, approved and directed by Engineer-in-charge.

1

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Item No.03 (Internal Roads, Path ways) Construction of internal road network comprising of site leveling, preparation of sub-base, laying of sub-base and wearing course and pathways as per approved design and drawing as specified, approved complete in all respect as directed by OC Contract/Engineer-in-charge.

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Ppreparation of sub-grade by excavating upto 20 cm average depth, removal of vegetations and other extraneous matter dressing excavated earth to required camber or super elevation and rolling with power roller incl watering & disposal of surplus earth complete in all respect all as specified and directed by OC Contract/Engineer-in-charge.

10709

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Providing, laying and compaction of 150 mm thick Granular Sub Base Course confirming to MoRT&H Specification for Road and Bridge Works (Fifth Revision), over already prepared sub grade 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 OC Contract/Engineer-in-charge.

1606.35

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Providing, laying and compaction of 150 mm thick Wet Mix Macadam (in two layers 75 mm each) 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 OC Contract/Egineer-in-charge.

1606.35

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Providing, laying and compaction of 50 mm thick BM (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 Specification for Road and Bridge Works (Fifth Revision) mixed with minimum 4.5% 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 Specification for Road and Bridge Works (Fifth Revision) complete in all respect and all as specified and directed by OC Contract/Engineer-in-charge.

535.45

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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 Specification for Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% 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 OC Contract/Engineer-in-charge.

321.27

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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 Specification for Road and Bridge Works (Fifth Revision) complete in all respect and as specified and directed by OC Contract/Engineer-in-charge.

10709

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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 primed surface of WMM layer and DBM layer, all complete as per Clause 503 of MoRT&H Specification for Road and Bridge Works (Fifth Revision) complete in all respect and as specified and directed by OC Contract/ Engineer-in-charge

10709

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Construction of pathways 1.5m width with cement concrete paving with concrete tiles as per approved design and drawings

1000

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Item No.04 (Drainage System) Construction of Storm drain, Surface drainage and Cross drainage works as per approved design and drawing as specified, approved complete in all respect as directed by OC Contract/Engineer-in-charge.

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Construction of Storm water drains average cross sectional area of 0.10 sqm for area drainage as per approved drawing complete in all respect and as specified and directed by OC Contract/Engineer-in-charge.

800

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Construction of Storm water drains average cross sectional area of 0.25 sqm for area drainage as per approved drawing complete in all respect and as specified and directed by OC Contract/Engineer-in-charge.

800

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Construction of RCC slab culvert of 0.5 m span as crossing culverts complete in all respect and as specified and directed by OC Contract/ Engineer-in-charge

10

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Item No.05 (Compound Wall) Construction of Compound Wall of 1.60 m height around accommodation blocks or else where as per approved design and drawing

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Construction of Compound Wall of 1.60 m height brick masonry around accommodation blocks or elsewhere complete in all respect as specified and directed by OC Contract/ Engineer-in-charge

500

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