Construction of RMC with M-40 and interlocking tile near Rama Hospital 8 Marla ward 20 under Division-VI, Zone-I MCG

Amount

Providing and laying in position machine batched, machine mixed and machine vibrated ready mixed cement concrete (R.M.C.) of grade M-40 with cement content not less then 420 kg / Cum imparting minium compressive strength of 40 Mpa at 28 days. For laying on road including the cost of steel from work of steel cost of admixture in recommended proportions (as per IS 9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability and including pumping concrete with pumps if required. The Ready Mix Concrete is to be procured from plants of A.C.C. / L & T BIRLA ir as avoided by Engineer in charge at Delhi or Gurgaon. The finishing of the laid cement concrete with the surface vibrator and mechanical trowel including cost of safe in arrangement and chowkidar etc. complete in all respect as per satisfaction of Engineer-in-Charge.

Providing and laying in position seperation membrane of 125 micron thick impermeable plastic sheet of make IPCL Shivalik or equivalent make in transparent white color over the surface of D.L.C. complete in all respect as per the entire satisfaction of the Engineer-in-Charge.

Providing and making sawcut transverse construction / contraction joint as per approved drawing provided at a maximum distance of 4.5 m including the cost of covering of dowel bars with the plastic sheath for at least 60 % of the length from one end. Initially 3 to 45 mm wide cut shall be made after 1 to 2 days upto 1/3rd depth of slab and including cost of scaling temporarily with a jute rope. At the time of sealing of the joint temporary seal shall be taken out and 10 to 12 mm wide grooves shall be made upto a depth of 20 mm. Before sealing the joint temporary with a jute rope. At the time of sealing temporarily seal shall be taken out and 10 and 12 mm wide grooves shall be made upto a depth of 22 mm. Before sealing the joint 5 mm thick compressible de-bonding strips with paper back shall be inserted to the bottom of the groove. The groove shall be filled with poly supplied / silicon sealant. The sealant shall be applied slightly at a lower level than the slab with a tolerance of 2 + 1 mm complete in all respect as per approved drawing and entire satisfaction of the Engineer-in-Charge.

Providing and making sawcut longitudinal joints between two lanes including cost of providing protective coating of bituminous paint for 75 mm on each side of joint on Tie bars, Initially 3-4 mm wide cut shall be make upto 1/3 depth of slab and sealed temporarily with a jute rope. At the time of sealing of the joint temporary seal shall be made upto a depth 17mm. Before sealing the joint 2 mm thick compressible de-bonding strips with paper back shall be inserted to the bottom of the groove. The groove shall be filled with polysulphide/ silicon sealant. The sealant shall be applied slightly to a lower level than the slab with a tolerance of 2 + 1mm complete in all respect as per approved drawing and entire satisfaction of the Engineer-in-Charge

Extra for making rough surface of the concrete pavement of providing non slippery surface by mechanical cutter for safe playing of vehicles as per entire satisfaction of the Engineer-in-Charge.

Providing & fixing SFRC double & single road gully cover & frame

Raising of manholes on existing manhole up to road level including brick work with cement sand mortar 1:5 complete in all respect.

Making house connections of sewer line, damaged during execution of road, sewer/ storm water line work.

Making house connections of water supply line, damaged during execution of road, sewer/ storm water line work.

Bidder Name

Amount

Virender Singh

Anand Contractor

M/s Quality Constructions

Virender Singh

Anand Contractor

M/s Quality Constructions

Virender Singh