Re-call Construction of RMC M-40 gali no.1,2,3,4, and 5 Basai Enclave ward No.12 under MCG.

Amount

-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(5592)

-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. 1.00

Providing and fixing of SFRC single raod gully cover and frame of size 640x450mm

Providing, laying, watering and compacting wet mix macadam (WMM) max agregate size 26.5 mm

-Supply and lying of 125 micron thick impermable plastic sheet of approved quality of make IPCL, Shivalik or equivalent make, over the surface of DLC complete in all respect Rate 12.00

-Providing and making saw cut 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 4 mm wide cut shall be made after 1 to 2 days up to 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 5 mm wide grove shall be make up to a depth of 5 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. Before sealing the joint 5 mm thick compressible de-boding strips with paper back shall be inserted to the bottom of the groove. The groove shall be filled with poly sulphide/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.

Raising of manhole existing sewer line complete in all respect

Bidder Name

Amount

Anand Contractor(GSTN-NA)

M/S DDR Buildtech(GSTN-NA)

Parveen kumar Contractor(GSTN-NA)

M/S DDR Buildtech

Anand Contractor

M/S DDR Buildtech

Anand Contractor