National Highways And Infrastructure Development Corporation Limited Tender
View complete overview of Nagaland NHIDCL Tender
Costs
EMD
₹ 33,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Short Term Maintenance Contract Of Nh-39 New Nh-02 From Kohima To Mao Stretch From Km 185.540 To Km 194.000
Description
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Contact
Tender Id
2024_NHIDC_823117_1Bid Award Id
ViewTender No
NHIDCL/Kohima/M and R/K-M/24-25/01Tender 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 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
1175.8
-
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
1015
-
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
9870
-
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
47180
-
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
9870
-
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
888.3
-
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
1887.2
-
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)
8386
-
511.43
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Widening and 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
88.52
-
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
11.08
-
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
46.36
-
10642.41
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Supplying, Fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawings and Technical Specifiation
For Box Cell
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 afirm 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
Return Wall
28
-
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
73860
-
71.7
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Metal Beam Crash Barrier: Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)
2560
-
4140.8
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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.
2173
-
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
168.1
-
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
1152.1
-
10642.41
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Supplying, Fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawings and Technical Specifiation
61.5
-
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
820
-
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
738
-
2788.39
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification - Granular Material
Behind Breast wall
615
-
1847.68
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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.
578.2
-
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
36.4
-
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
303.1
-
10642.41
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Supplying, Fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawings and Technical Specifiation
20.3
-
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
280
-
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
168
-
2788.39
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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.
4422.6
-
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
210.6
-
8561.16
... More
Plain / Reinforced cement concrete in open foundation / leveling course complete as per drawing and Technical Specification - RCC Gade M30
2389.5
-
10642.41
... More
Supplying, Fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawings and Technical Specifiation
291.6
-
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
1080
-
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
972
-
2788.39
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compound 2.5mm thick including refrectorising glass beads @250gms per sqm m area, thickness of 2.5mm is exclusive of seuface applied glass beads as per IRC 35.
a) Lane/ Centre line/ Edge marking/ Transverse marking and any other marking.
3465
-
648.48
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Providing and fixing of retro refrectorised cautionary mandatory and information sign as per IRC 67 made of Class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3mm / 4mm thick aluminium composite material sheet depending upon the size of the sign fixed over back supported frame of min 25mm X 25mm X 3mm. Angle mounted on a mild steel circular pipe 65NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cmX45cmX60cm, 60cm below ground level as per approved drawings.
ii) 90cm equilateral triangle
250
-
5772.05
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Providing and fixing of retro refrectorised cautionary mandatory and information sign as per IRC 67 made of Class C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3mm / 4mm thick aluminium composite material sheet depending upon the size of the sign fixed over back supported frame of min 25mm X 25mm X 3mm. Angle mounted on a mild steel circular pipe 65NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cmX45cmX60cm, 60cm below ground level as per approved drawings.
vi) 90cm circular
40
-
7901.52
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Road Delineators
Supplying and installation of deliniators (road way indicators, hazard markers, object markers) 80-100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80X100mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC 79
a) Road Indicators
400
-
385.54
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Supplying and installation of delineators (road way indicators, hazard markers, object markers) 80-100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80X100mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC 79
b) Hazard Markers
136
-
385.54
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Supplying of solar raised pavement markers made of polycarbonate moulded body with circular shaped solar powered LED self illuminating in active mode, 360 degree illuminition and reflective panel with micro prishmatic lens capable of providing total internal reflection of the light entering the lens face in passive mode
3850
-
407.95
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