National Highways Authority Of India Tender
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National Highways Authority Of India - NHAI Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Jan 2022
Closing Date17 Feb 2022
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
₹ 50,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_NHAI_103471_1Bid Award Id
ViewTender No
PIU/RBLY/NH128/OM/2022Tender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/
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Documents
BOQ Items
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Slab/Box Type Culverts
150
-
551
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Pipe Culverts
103
-
551
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Carrying out proper cleaning of carriageways, footpaths, verges, expansion joints (for free movement), drainage spouts of bridge including removal and disposal of trash, plastic, vegetation etc. from site outside ROW complete as per direction of Engineer. (Frequency of cleaning will be two times in a year i.e. before and after the monsoon).
6200
-
63
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Loading, unloading, transportation & disposal of surplus material left over by accidental vehicle or otherwise lying on road (on carriageway) with all lead & lifts complete as directed by Engineer in Charge.
20
-
-
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Carrying out proper cleaning, and removing of dust/silt/thrash /plastic/rubbish/garbage/waste from the carriageway, foothpaths, verges (excluding the verges of central median) and service roads by mechanical means and from shoulders upto Toe line of the embankment including side slopes manually and disposing of the waste material at a suitable place outside ROW as directed by the Engineer and as per performance standard clause 6.10. The job includes cleaning of road studs and delineators also.
-
-
-
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Urban area (Frequency of cleaning will be Monthly).
320.16
-
3440
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Rural area (Frequency of cleaning will be quarterly).
541.6
-
3440
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Removal of rank vegetation/weeds and undesirable vegetation from shoulders, embankment slopes upto ROW (both sides) complete in all respect including breaking of clods,rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer-In-Charge and as per performance standard clause 6.11.
-
-
-
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Shoulders including side slopes of embankment up to toe line on both sides of the carriageway. (Frequency of cleaning will be four times in a year however limited to only areas prone to growth of rank / undesirable vegetation and weeds).
43824
-
6
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Providing treatment and repair to pot holes/ patch repair of all types of bitumen pavement complete as per Technical Specification Clause 3004.2, and as per direction of Engineer and as per additional maintenance standard 6.12.9 and performance standard 6.8.1. Note: The rate shall cover the provision of bitumen in the mix as per job mix formula. No variation in the rate for this item will be admissible on account of quantity of bitumen used.
-
-
-
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(a) Carrying out patch repair with bituminous concrete up to 25 mm thickness after removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides & base of excavation as per clause no. 503, back filling the patch with hot bituminous concrete as per clause no. 509. Compacting trimming & finishing the surface to form a smooth continuous surface all as per clause no. 3004.2 of Technical Specification.
586
-
284
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(b) Carrying out patch repair with bituminous concrete up to 40 mm thickness after removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides & base of excavation as per clause no. 503 back filling the patch with hot bituminous material as per clause no. 509. Compacting trimming & finishing the surface to form a smooth continuous surface all as per clause no. 3004.2 of Technical Specification.
11720
-
448
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(c) Filling potholes and patch repair beyond 40 mm thickness after removal of all failed material, trimming of completed excavation to provide firm vertical faces cleaning of surface, painting of tack coat on the sides & base of excavation as per clause no. 503, back filling the potholes/patch with hot bituminous concrete as per clause 509. Compacting trimming and finishing the surface to form a smooth continuous surface all as per clause no. 3004.2.
17580
-
666
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Earthwork in excavation necessary for construction of roadway / structures including all leads and lifts complete as per Technical Specification clause 301 and 304 duly watered, rolled & compacted as per direction of Engineer in charge.
-
-
-
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All type of soil
1500
-
195
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Construction of embankment with approved borrow material brought from location out side ROW with all leads and lifts complete in all respect as per Technical Specifications clause no.305 duly watered, rolled and compacted.
1000
-
318
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Construction of subgrade and earthen shoulders with approved material satisfying the requirement of minimum soaked CBR value brought from borrow areas located outside ROW with all leads and lifts, transporting to site, laying and compacting as per Technical Specification Clause 305 complete in all respect as per direction of Engineer Incharge.
1000
-
318
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Providing, Laying and compacting granular sub base (GSB)with approved materials complete as per Technical Specification clause 401 conforming to grade-I Table 400.1/400.2 as per approval of Engineer-In-Charge.
500
-
4369
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Providing, Laying and compacting wet mix macadam (WMM) base course with approved materials complete as per Technical Specification clause No 406 of MORTH.
500
-
4290
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Providing, laying and compacting dense graded bituminous macadam complete as per Technical Specification Clause no.507. VG 30 grade may be used in place of 60/70 penetration grade bitumen, subject to the availability. Note: The rate shall cover the provision of bitumen in the mix as per job mix formula. No variation in the rate for this item will be admissible on account of quantity of bitumen used.
300
-
10517
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Providing, laying and compacting bituminous concrete as per Technical Specification clause 509. Including tack coat as per Technical Specification clause no 503.
Note: The rate shall cover the provision of bitumen in the mix as per job mix formula. No variation in the rate for this item will be admissible on account of quantity of bitumen used.
-
-
-
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(a) VG 30 grade may be used in place of 60/70 penetration grade bitumen, subject to the availability.
300
-
11204
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Providing and laying bituminous primer coat over granular surface with bituminous emulsion complete as per Technical Specification clause no.502 @ 7.5 kg./10 sqm and as per the direction of Engineer.
500
-
33
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Providing and laying tack coat with bituminous emulsion all complete as per Technical Specification clause 503.
-
-
-
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a) On normal bituminous surface @ 2.25 kg/10 sqm.
500
-
12
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b) On dry and hungry bituminous surface / granular surface treated with primer @ 2.75 kg. / 10 sqm.
500
-
12
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