Repair of road by P/L RMC M-20 grade on road from H.No.A-1 to A-7, C-96 to 104, C-152 to C-160, B-107 to B-120 in Ashoka Enclave-II and D-22 to power house in Ashoka Enclave Main (D block) Ward No.22 Faridabad

Amount

Providing and laying in position separation membranes 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

P/F PVC pipe 1¼” dia ISI mark for dowels bars complete in all respect

Providing and Laying in position machine batched, machine mixed and machine vibrate ready mixed cement concrete (R.M.C.) of grade M-20 with cement content not less than 360 Kg./-Cum imparting minimum flexural strength of 3.6m pa at 28 days. The slump value will be in the range of 30 + 15mm for laying on road including the cost of steel from work with sturdy M.S. Channel section including cost of admixture/ in recommended proportions ( as per IS 9103) to accelerate, rated setting of concrete improve workability without imparting strength and durability including pumping concrete with pumps if required. The RMC is to be procured from plants of ACC RMC Plant, Shree cement RMC Plant, Ultra tech RMC Plant, J.K. cement RMC Plant, Ambuja cement RMC Plant, India cement RMC Plant, Binani cement RMC Plant, JK laxmi cement RMC Plant, Nuvoco RMC, Mangla Readymix Pvt Ltd, Radha cement Products, JP & Bros RMC & Shree Ram Concrete at Faridabad or Gurgaon. The finishing of the laid cement concrete with surface vibrator and mechanical trowel including cost of curing 28 days, barriers, diversion of traffic and lighting arrangement and chowkidar etc. complete in all respect as per satisfaction of the Engineer-in-Charge.

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

Providing and making saw cut transverse joint/construction joint as per approved drawing provided at a maximum distance of 4.5m including the cost of covering of dowel bars with thin plastic sheath for at least 60% of the length from one end. Initially 3 to 4mm wide cut shall be made after 1 to 2 days up to 1/3rd depth of slab temporarily with a jute rope. At the time of sealing of the joint temporary seal shall be taken out and 10 to 12mm wide grooves shall be mad up to depth of 22mm before sealing the joint 5m thick compressible de-bounding 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 + 1 mm complete in al respect as per approved drawing & entire satisfaction of the Engineer-in-Charge.

Bidder Name

Amount

Ms Mahipal Construction company(GSTN-NA)

M/S ANAND CONSTRUCTION(GSTN-NA)

M/S ANAND CONSTRUCTION

M/S ANAND CONSTRUCTION