Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date28 Feb 2024
Closing Date16 Mar 2024
Tender Amount₹ 10,00,000 
Notes
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Costs

  • EMD

    ₹ 20,000
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 1,180

Description

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BOQ Items

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Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. A PCC Grade M10

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Reinforced cement concrete in open Foundation complete as per drawing and Technical Specifications F RCC Grade M-25 With Batching Plant, Transit Mixer and Concrete Pump height upto 5m

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Reinforced cement concrete in sub structure complete as per drawing and Technical Specifications RCC Grade M-25 Height upto 5m (i) Using Concrete Mixer

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Supplying & laying dry brick ballast.

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Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical and bartering including attached pillasters buttresses etc). Complete in all respect.

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Extra for laying earth/ fly ash as per specification for compaction in 20 cm layers, dressing, watering & rolling to specifictions. Complete as all respects.

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Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. (Rehandling of eartwork)

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Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.

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Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes.

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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-(b) 0 to 1.50 mtr depth

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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-(b) depth exceeding 1.5 ms but upto 3.0 ms.

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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.

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.

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Any Other Item as per CSR Rate

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