National Highways And Infrastructure Development Corporation Limited Tender
View complete overview of Nagaland NHIDCL Tender
Costs
EMD
₹ 38,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NHIDC_823301_1Bid Award Id
ViewTender No
NHIDCL/Kohima/M and R/K-M/24-25/02Tender 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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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 slope and compacting to meet requirement of Table 300-2
3722.1
-
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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
GSB Grading-V
1634.65
-
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
3969.38
-
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
34174
-
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
6020
-
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
34174
-
18.93
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Providing and laying Dense Graded Bituminous Macadam (DBM) (for pothole/ patch repair) course with higher capacity batch type HMP using crushed aggregate of specified grading, premixed with bitumen 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
3075.66
-
11733.48
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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)
6020
-
511.43
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Construction of RCC Breast Wall (3m Height)
Excavation for roadwork in soil in hilly area by mechanical means including cutting and loading in tippers, trimming bottom and side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres.
714
-
79.11
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Plain / Reinforced cement concrete in open foundation / leveling course all complete as per drawing and Technical Specification - PCC Grade M15
17
-
8561.16
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Plain / Reinforced cement concrete in open foundation / leveling course complete as per drawing and Technical Specification - RCC Gade M30
140.5
-
10642.41
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Supplying, Fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawings and Technical Specifiation
7.5
-
76058.93
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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
100
-
2048.66
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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 Breast wall
90
-
2788.39
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification - Granular Material
75
-
1847.68
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Construction of RCC Retaining Wall (4m Height)
Excavation for roadwork in soil in hilly area by mechanical means including cutting and loading in tippers, trimming bottom and side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres.
4469.85
-
79.11
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Plain / Reinforced cement concrete in open foundation / leveling course all complete as per drawing and Technical Specification - PCC Grade M15
81.27
-
8561.16
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Plain / Reinforced cement concrete in open foundation / leveling course complete as per drawing and Technical Specification - RCC Gade M30
818.37
-
10642.41
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Supplying, Fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawings and Technical Specifiation
54.81
-
76058.93
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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
756
-
2048.66
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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 Retaining wall
453.6
-
2788.39
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Construction of RCC Retaining Wall (6m Height)
Excavation for roadwork in soil in hilly area by mechanical means including cutting and loading in tippers, trimming bottom and side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres.
21060
-
79.11
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Plain / Reinforced cement concrete in open foundation / leveling course all complete as per drawing and Technical Specification - PCC Grade M15
263.25
-
8561.16
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Plain / Reinforced cement concrete in open foundation / leveling course complete as per drawing and Technical Specification - RCC Gade M30
3584.25
-
10642.41
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Supplying, Fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawings and Technical Specifiation
437.4
-
76058.93
... More
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
1620
-
2048.66
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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 Retaining wall
1458
-
2788.39
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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)
13754
-
65.27
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Construction of new Road side 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
1602.25
-
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
101.5
-
8561.16
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Plain / Reinforced cement concrete in open foundation complete as per drawing and Technical Specification - PCC Grade M20
391.5
-
9389.82
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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
1200
-
71.7
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Widening and Repair of Box culverts
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
88.5
-
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
11.06
-
9133.13
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Plain / Reinforced cement concrete in open foundation / leveling course complete as per drawing and Technical Specification - RCC Grade M30
46.37
-
10642.41
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Supplying, Fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawings and Technical Specifiation
4.64
-
76058.93
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Construction of flexible apron 1m thick with loose stone boulders weighing not less than 40 kg each beyond curtain wall complete as per drawings and Technical Specification
9
-
3023.84
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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 a firm condition complete as per drawing and Technical Specification- Behind return Wall
25.2
-
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
56
-
2045.63
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification - Granular Material
28
-
1847.68
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Repair and Maintenance of Minor Bridge
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 as per drawings and Technical Specification - For Return Wall
Ordinary Soil - Mechanical Means - Upto 3m
218.4
-
89.11
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Plain / Reinforced cement concrete in open foundation / leveling course all complete as per drawing and Technical Specification - PCC Grade M15 - For Return Wall
7.28
-
8561.16
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Plain / Reinforced cement concrete in sub structure all complete as per drawing and Technical Specification Height upto 5m - Using Batching plant, Transit Mixer and concrete pump - RCC Grade M35 - For Return Wall
250
-
11159.55
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Plain / Reinforced cement concrete in sub structure all complete as per drawing and Technical Specification Height 5m to 10m - Using Batching plant, Transit Mixer and concrete pump - RCC Grade M35 - For Return Wall
50
-
11403.04
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Supplying, Fitting and placing HYSD bar reinforcement in sub structure complete as per drawings and Technical Specifiation
24
-
79197.32
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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 a firm condition complete as per drawing and Technical Specification - Behind Return Wall
45
-
2788.39
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Providing and laying 12mm thick Mastic Asphalt wearing coat on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29 prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated find grained hard stine chipping of 9.5mm nominal size at the rate of 0.0055cum per 10 sqm and at an approximate spacing of 10m centre to centre in both directions, pressed into surface when the temperature not less than 100 deg C protruding 1mm to 4mm over mastic surface complete as per drawing and Technical Specification - On deck slab
416.15
-
1624.02
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Provision of a reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structure and medians, constructed with RCC with HYSD reinforcement conforming to MoRTH specification and as per details given in IRC 5 (Fig 5,b|) including dowel bars 25mm dia, 450mm long at expansion joints filled with premoulded asphalt filler board, as per drawing and Technical Specification - On deck slab
118.9
-
2019.02
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Drainage spouts complete as per drawings and Technical specifications
59.45
-
6473.75
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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 - in Return Wall
100
-
2048.66
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