Construction of Road at Block E and H Choma Rotary Ward No.3, Under Municipal Corporation Gurugram.

Amount

Providinf and fixing of GSB-III as per Specifaction.

Providing, laying, sperearding and Compacting hand brocken/ Crushed stone aggregate wet mix maccadum conforming to physical requiement laid in ttable 400.80 of Morth & .complete to the satisfaction of Engneer in charge

Providing and Tack coat on Exisiting Black Surface with 30kg Bitumen 100Sqm Mtr with Vg-10 Grade.

Proving and fixing chicken mesh/murga jali at jointing including fixing Jali with Nails Prior.

Providing and laying for 40mm thick mastic asphalt wearing cousre.

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 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 as approved 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 safety arrangement and chowkidar etc. complete in all respect as per satisfaction of Engineer-in-Charge.

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.

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

Bidder Name

Amount

Sh. Pawan Balhara, Contractor

Brahma Promoters Co

Brahma Promoters Co

Brahma Promoters Co