National Highways And Infrastructure Development Corporation Limited Tender
View complete overview of Nagaland NHIDCL Tender
Costs
EMD
₹ 10,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Stmc Of Nh-39 New Nh-02 From Kohima To Mao Stretch From Km 185.540 To Km 212.334
Description
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Contact
Tender Id
2024_NHIDC_825693_1Tender No
STMC of NH-39 New NH-02 from Kohima to Mao Stretch from Km 185.540 to Km 212.334Tender 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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Construction of Subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slop and compacting to meet requirement of Table 300-2
2220.2
-
444.11
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
GSB Grading V Material
975.05
-
3410.18
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density
Laying using mechanical paver
743.13
-
4329.91
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Providing and applying Prime Coat with SS1 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means
2870
-
47.23
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Providing and applying Tack Coat with RS1 grade bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg / sqm on the prepared bituminous surface cleaned with mechanical broom
28490
-
15.27
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Providing and applying Tack Coat with RS1 grade bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg / sqm on the prepared primed surface cleaned with mechanical broom
2870
-
18.93
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Providing and laying Dense Graded Bituminous Macadam (DBM) course with higher capacity batch type HMP using crushed agregate of specified grading, premixed with bituminous binder @4.0% by weight of total mix and filler, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level & alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Technical Specifications Clauses 505 complete in all respect
258.3
-
11733.48
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Providing and laying Bituminous Concrete (BC) course with higher capacity batch type HMP using crushed agregate of specified grading, premixed with bituminous binder @5.4% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level & alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Technical Specifications Clauses 505 complete in all respect
114.8
-
13920.27
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Filling Pot-holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed 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 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)
7686
-
511.43
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Repair of Culvert
Earthwork in excavation of foundation of structures as per drawings and Technical Specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, dressing of sides and bottom in all types of soil complete
26.26
-
100.27
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Plain/Reinforced cement concrete in open foundation/leveling course complete as per drawing and Technical Specification - PCC Grade M15
3.28
-
9133.13
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Plain/Reinforced cement concrete in open foundation/leveling course complete as per drawing and Technical Specification - RCC Gade M30
23.18
-
10642.41
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Providing and laying filter media with granular materials satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of not less than 600mm with smaller side towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to afirm condition complete as per drawing and Technical Specification
Behind Return wall
12.6
-
2788.39
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Providing weep hole in brick masonary / plain / reinforced concrete abutment / wing wall / return wall with 100 mm dia AC pipe extended through the full width of the structure with slope 1V:2H towards drawing face complete as per drawing and Technical Specification
Return Wall
28
-
2045.63
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification - Granular Material
Return Wall
14
-
1847.68
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Construction of Drain Earthwork in excavation of foundation of structures as per drawings and Technical Specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, dressing of sides and bottom backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work for ordinary soil
Meachnical Means depth upto 3 m
668.53
-
81.79
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Plain/Reinforced cement concrete in open foundation / leveling course all complete as per drawing and Technical Specification - PCC Grade M15
42.35
-
8561.16
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Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specification - PCC Gade M20
163.35
-
9389.82
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Hill Side Drain / Culvert Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)
4280
-
65.27
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Land Slide Clearance in soil Clearance of land slides in soils and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side
72810
-
71.7
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Replacement of Crash Barrier/Parapet of Retaining Wall
12
-
1001.16
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Replacement of Damaged Mild Steel Railing
20
-
403.66
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Protection Works: 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 3 m)
1635
-
89.11
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Protection Works: Geotextile Filter (Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.)
2289
-
319.11
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Protection Works: Providing High Strength Geo Grid at bottom of gabion wall
1526
-
483.75
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Protection Works: Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications . (A) PCC M-15 grade
163.5
-
9072.5
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Protection Works: Gabion Structure for Retaining Earth (Providing and construction of a gabion structure for retaining earth with segments of wire crates of size 7mx3mx0.6m each divided in to 1.5m 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 100mm, filled with boulders with least dimension of 200mm, all loose ends to be tied with 4 mm galvanised steel wire)
4142
-
4021.07
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