Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date27 Sep 2023
Closing Date21 Oct 2023
Tender Amount₹ 1,44,28,000 
Notes
Download

Costs

  • EMD

    ₹ 2,89,000
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 5,900

Description

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BOQ Items

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Extra for using Bentonite slury with Bentonite pump in case of unstable bore 600 mm dia. Pile & 750 mm dia pile.

400

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Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) Initial and routine load test

1814.4

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Levelling Course for Pile cap Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.

21.08

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Cement concrete for reinforced concrete in Pile cap complete as per Drawings and Technical Specification RCC Grade M-30 using Batching plant & concrete pump

129.65

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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 30-For solid slab. Using Concrete Mixer For Solid slab super-structure-including centering and shuttering Height up to 5m

188.69

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Supplying, Fitting and Placing un coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

9.35

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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.

77.51

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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

370591.2

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Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , as per dimensions in the PWD stanadard drawing No 27.Section 1,Including form work but excluding steel reinforcementand at locations directed by the Engineer, all as specified-with concrete mixture.

64.66

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Informatory sign board 800x600mm rectangular as per IRC 67- 2012 with high intensityMicroprismatic grade retro reflective Sheeting asper ASTM D 4956 – 09 and as per IRC 67 – 2012.fixed over 4mm thick aluminium Compositematerial (ACM) sheeting having aluminium skinthickness of 0.4 to 0.5 mm on both sided andfixing the same with suitable size aluminium alloyrivets @ 200 mm c/c to back support frame of angle iron supported on a squarehollow steel section post 60x60x3.2mmconforming to IS 4923 without cost of definitionplate firmly fixed to ground in foundation concreteM-25 of size 0.45x0.45x0.60m for vertical postcomplete as per clause 801 of MORT&Hspecifications. Supplier shall provide a warrantyas per clause 6.9 of IRC 67-2012 for retroreflective sheeting & a certified copy of testreports from an independent test laboratoryconforming to clause 6.7 of IRC 67-2012 . (a) Using high intensity Microprismatic grade retroreflective Sheeting Type XI as per ASTM D 495609 and as per IRC 67 2012

6

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Providing and installation of solar cateyeproduced from an engineered polymer selectedfor superior impact resistance and weather-ability.The top of the solar stud should be transparent forsolar charging and light output in active mode.The base of the body shall be yellow or neutralwhite as approved by Engineer In-charge. Themarker shall incorporate a solar panel (comprisingof solar cells) for converting solar energy intoelectricity, a storage device for storing the energy,LEDs for illumination and a design for providing360 degree smooth illumination. The Solar studshall be round in shape for providing illuminationin all directions. The solar stud shallalsohavehighreflectivelensesforconspicuity in passivemode and dual shanks for improved roadpresence. The solar studs are intended forapplication directly onto pavement surfaces andshall be applied with epoxy resin adhesivesdesignedforusewithraised pavement markersand as supplied by the marker manufacturerseparately. The solar cateye shall be of height: 65± 2 mm & Maximum Diameter: 136 ± 4 mm. Thebody of the solar cateye shall be resistant to dustand water ingress as per IP 65 standards. Themarker shall support a load of 13635 Kg tested inaccordance with ASTM D4280 Nawanshahr Branch (40) & Mukandpur Disty (20)

60

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Drainage Spouts complete as perdrawing no. SD/205 andTechnical specification with 0.6meter long GI 100 mm dia drainageGI light grade pipe (For Bridges) Nawanshahr Branch (10) & Mukandpur Disty (6)

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