National Highways And Infrastructure Development Corporation Limited Tender
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Costs
EMD
₹ 1,78,090Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_NHIDC_484576_1Bid Award Id
ViewTender No
NHIDCL/BO Agt/Fy 2019-20/07Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
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BOQ Items
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Sand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 304. iii. For Precast slab
75
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PCC 1:3:6 (using jhama brick aggregate) in Foundation- Plain cement concrete 1:3:6 nominal mix in foundation (using jhama brick aggregate) 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100. (including centering, shuttering, staging etc. but excluding reinforcement) - i.For Rcc Retaining wall(Extn)
24.4
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Reinforced cement concrete in open foundation as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement) - RCC Grade M 20- Case - I: Using Concrete Mixture i. For Rcc Retaining wall(Extn)
272
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Reinforced cement concrete in open foundation as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement) - RCC Grade M 20- Case - I: Using Concrete Mixture ii. For Broken Portion
21.6
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Reinforced cement concrete in open foundation as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement) - RCC Grade M 20- Case - I: Using Concrete Mixture iii. For Precast slab
75
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SUB-STRUCTURE -Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRT&H technical specification clauses 2706, 2200. i. For Rcc Retaining wall(Extn)
480
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Supplying, fitting & placing un-coated Twisted steel / deformed bars reinfrocement in substructure complete as per drawing and Mirth technical specifications clauses 1600,2200.
14.68
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Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification. (ODR)- At Ch near Retaining Wall(Three Location)
1030
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FILTER MEDIA- Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRT&H technical specification clause 2504.2.2 - i. For Rcc Retaining wall(Extn)
14.4
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Construction of Embankment with Material Deposited from Roadway Cutting- Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300.
3780
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Cement concrete blocks (size 0.5x0.5x0.5m)- Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M15 grade cement concrete of 250 kg/cum as per IRC: 21-2000 as per drawings & MoRT&H technical specifications clauses 2503.- For Earth protection near retaining wall
404.7
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