National Highways And Infrastructure Development Corporation Limited Tender
View complete overview of Sikkim NHIDCL Tender
National Highways And Infrastructure Development Corporation Limited - NHIDCL Tender
Civil And Construction
Eprocure
Opening Date11 Jul 2024
Closing Date8 Aug 2024
Tender Amount₹ 3,78,52,938
Costs
EMD
₹ 11,35,588Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Nhidcl/pmurhenock/nh 717a 717b/maintenance/2024
Description
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Contact
Tender Id
2024_NHIDC_816103_1Bid Award Id
ViewTender No
NHIDCL/PMURhenock/NH 717A 717B/Maintenance/2024Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
GEM & Bid Advisory Services
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BOQ Items
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Granular Sub-Base with Closed Graded Material (Table 400-1) by Mix in Place Method (Construction of granular sub Base by providing closed graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place methods with motivator at OMC and Compacting with vibratory roller to achieve the desired density, Completed as per clause 401) for Grading Material -III (Thickness 200 mm)
700
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Wet Mix Macadam (Providing, laying, speeding and compacting graded stone aggregate to Wet mix macadam specification including providing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying n uniform layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to achieved the desired density. (Thickness 250 mm)
875
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Prime coat (Providing and applying primer coat with bitumen emulsionon prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means (Medium Porosity))
3500
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Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granularsurface cleaned with mechanical broom.)
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(i) Normal Bituminous Surface
3500
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(iii) Granular Surface Treated with Primer
3500
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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with100-120 TPH batch type HMP producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control tothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.507 complete in all respects.) (ii) for Grading II (19 mm nominal size)
245
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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6%of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) Case-I Using Bitumen 60/70 grade (i) for Grading-I (13 mm nominal size)
140
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Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. (Removal of all fiiled material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 503, back filling the pot holes with bituminous materail as per clause 504, compacting, trimming and finishing the surface to form a smooth continous surface, all as per clause 3004.2 (i) for grading I material
2500
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Earthen Shoulders Dressing
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Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)
500
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Crack Prevention Course
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Crack Filling (Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm.)
2500
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Drain Clearance Work
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Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)
36000
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Gabion Wall
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Excavation for Structure (earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of horing and bracing, removal of stumpsand other deleterious matter, dressing of sides and bottom and backfillingwith approved material.)
(i) Ordinary soil Machnical means (Depth Up to 3m)
1575
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Gabion Structure for Retaining earth (Providing and construction of a gabion structure for retaining earth with segments of wire cerate of Size 7mx3mx0.6m each divided into 1.5m compartments by cross netting, made from 4mm galvanized steel wire @ 32 kg per 10 Sqm having tensile strength of 300 MPA conforming to IS:260 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, Mesh size not exceeding 100X100mm filled with boulders with least dimension of 200mm, all loose ends to be tied with 4mm galvanized steel wire up to minimum height of 5 meter including backfilling.
4500
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Breast Wall
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Excavation for Structure (earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of horing and bracing, removal of stumpsand other deleterious matter, dressing of sides and bottom and backfillingwith approved material.)
(i) Ordinary soil Machnical means (Depth Up to 3m)
720
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Providing & Laying Plum concrete in Foundation & Wall with 70% Clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
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A) PCC Grade M15 in Foundation
31.5
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B) PCC Grade M20 in Wall
650
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Retaining Wall
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Excavation for Structure (earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of horing and bracing, removal of stumpsand other deleterious matter, dressing of sides and bottom and backfillingwith approved material.)
(i) Ordinary soil Machnical means (Depth Up to 3m)
1080
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Providing & Laying Plum concrete in Foundation & Wall with 70% Clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
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A) PCC Grade M15 in Foundation
47.25
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B) PCC Grade M20 in Wall
1657.5
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Land slide Clearence
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Land Slide Clearence in Soil (Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side)
100000
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Evaluation Notes How It Works ?
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