National Highways And Infrastructure Development Corporation Limited Tender
Take tender evaluation notes for Sikkim NHIDCL Tender
National Highways And Infrastructure Development Corporation Limited - NHIDCL Tender

Civil And Construction
Eprocure
Opening Date7 Apr 2021
Closing Date28 Apr 2021
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Nhidcl/pmu-ranipool/nh10 Protectiveworks/2020-21
Description

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Contact
Tender Id
2021_NHIDC_625729_1Bid Award Id
ViewTender No
NHIDCL/PMU-Ranipool/NH10 Protectiveworks/2020-21Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/

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Documents

BOQ Items
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Providing weep holes in brick masonry/plain /reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
96
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1999
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Providing & laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete. Trapezodial Wall ,Triangular portion Parapet
118.37
-
3998
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (a) Granular material
18.54
-
1230
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Gabion Wall
-
-
-
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
(i) Ordinary Soil
B. Mechanical Means (Depth upto 3m)
360
-
44
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Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826,
woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised
steel wire in 1st, 2nd , 3rd, 4th, 5th step
360
-
2984
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Cleanace Work
-
-
-
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Clearing road side vegetation, brush wood mooli bamboos, overgrown grass including removal etc. along existing road side, and disposal of the cut bushes down hill side of the road formation. This jungle clearance should include minimum height of clearance of 4.5m from top of pavement on uphill side of the road including road shoulder and all the bushes on the shoulder and down hillside of the road. C.) MDRs, SHs, NHs, etc
56
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6493
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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)
56
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46
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Pot patch work
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-
-
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40 mm thick Bituminous Concrete, 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 - II for Grading II (10 mm nominal size )
441.04
-
11324
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60 mm thick Dense Graded Bituminous Macadam,
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPHbatch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specifiedgrading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transportingthe 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 desiredcompaction as per MoRTH specification clause No. 505 complete in all respects.) Case - II for Grading II ( 19 mm nominal size )
44.1
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10233
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