Renovation of Canal Regulating Structure at RD 141000 of Bist Doab Canal Division

Amount

Bored cast-in-situ M30 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and leads upto 1000m (pile dia 750mm)

Bored cast-in-situ M30 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and leads upto 1000m (pile dia 600mm)

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

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

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

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

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

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

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

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.

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.

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

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)