Reconstruction of RMC M 40 road from Anaj Mandi Chowk to Kisan bhawan(on NH 8) in ward 23 zone 1 under MC Gurugram

Amount

Raising of manhole cover with frame complete in all respect

Providing and laying granular sub base (GSB) Grading-III SDS

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

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 & laying in position machine batched and machine mixed design mix M-40 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete. Improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth. (Note: Cement content considered in this item is @ 420 kg/ cum).complrte in all respect

Loading unloading dismantled material stone dust bajri spells bricks bats and srone meta (carriage of 5km lead)

Providing and making sawcut transverse construction /longitudional const. 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.

Bidder Name

Amount

Sh. Govind Sharma S/o Sh. Rampal Sharma(GSTN-NA)

Sh. Rajesh Kumar(GSTN-NA)

Sh. Rajesh Kumar

Sh. Rajesh Kumar