National Highways And Infrastructure Development Corporation Limited Tender
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National Highways And Infrastructure Development Corporation Limited - NHIDCL Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date9 Mar 2024
Closing DateCancelled
Tender Amount₹ 2,53,09,906
Costs
EMD
₹ 5,06,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Ro/bng/s-r/black Spot/2023-24/1
Description
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Contact
Tender Id
2024_NHIDC_799796_1Bid Award Id
ViewTender No
RO/BNG/S-R/Black Spot/2023-24/1Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
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Documents
BOQ Items
Reinforcement in Foundation :Supplying, fitting and placing un-coatedTMT bar reinforcement in foundation complete as per drawing and technical specifications - TMT Corrosion Resistance Steel (CRS) reinforcement bar of Fe-500 N/mm2 (Drain)
77.91
-
-
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications (Drain)
2802
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications and steel shuttering formwork - Without plasticiser - RCC Grade M30 - Height upto 5m - With Batching Plant, Transit Mixer and Concrete Pump (Culvert)
92.32
-
-
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications - TMT CRS (Fe-500) reinforcement bar (Culvert)
6.46
-
-
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications (Culvert)
208
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification - Granular material (Culvert)
22.5
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification - Sandy material(Culvert)
85.93
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size 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. (Culvert)
86.92
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork - Without plasticiser - RCC Grade M 30 - Using Batching Plant, Transit Mixer and Concrete Pump - For solid slab super-structure - Height upto 5m (Culvert)
22.94
-
-
Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications - TMT Corrosion Resistance Steel (CRS) reinforcement bar of Fe-500 N/mm2 (Culvert)
1.72
-
-
Mastic Asphalt - Providing and laying 12 mm thick mastic asphalt wearing course 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 fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. (Culvert)
60
-
-
Providing and laying Bituminious wearing course comprising of tack coat with bitumen emulsion CSS-1 h as per APWD SOR item no 5.2 & MoRT&H Specification Nos 503,6mm thick mastic asphalt as per APWD SOR item no 14.5& MoRT&H Specification no 515 &2702 and 2 layer of 25 mm thick asphalt concrete including of close Graded Premix Surfacing (CGPS) material with Type -a aggregate as per APWD SOR item no 5.11 & MoRT &H Specification Nos 512 including all lead and lift as directed. (Culvert)
2.4
-
-
Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.(Including cost of testing of materials at sitfe and laboratory as directed by the depttt.) - With Bitumen Emulsion CSS-1h - Normal Bituminous surface (Culvert)
60
-
-
Drainage Spouts complete as per drawing and Technical specification (Culvert)
4
-
-
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MORT&H circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) - M 40 grade conrete (Culvert)
20
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications and steel shuttering formwork - Without Plasticiser - PCC Grade M15 (Culvert)
17.6
-
-
Flexible Apron : Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. (Culvert)
116.55
-
-
Curtain wall complete as per drawing and Technical specifications - Cement Concrete Grade M15 (Culvert)
125.98
-
-
Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (Culvert)
52.2
-
-
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 and backfilling with approved material. - With Dewatering - Depth upto - 3m (Culvert)
573.37
-
-
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