Re filling of joints, repairing of joints and surface of apron at Civil Enclave Jodhpur

Amount

Supplying of packed approved polysulphide sealing compound (confirming to grade BS:5212 Part-I,1990) at site,STP or equivalent.

Supplying of approved primer for applying polysulphide sealent STP or equivalent

Removing the old cured selant from edges, grinding to neat finish, cleaning the debris and providing suitable size backup rod of approved make, filling joints with approved sealing compound ( confirming to grade BS:5212 Part-I, 1990)including painting the sides of slab with approved appropriate primer (0.26 ltr/sqm ) to receive the specified sealing compound, providing and applying masking tape on top edges of joint to prevent accidental spollage of sealent on top surface and to give a neat finish to the sealent has been applied and tooled, all complete as per specification and direction of Engineer-in-Charge.(Sealing compound paid extra) sealent body in the joint shall be 10 mm wide & 10 mm depth for dummy/construction joints, including taking away all the dismantled materials from the AAI Premises.

Removing the old cured selant from edges, grinding to neat finish, cleaning the debris and providing suitable size backup rod of approved make, filling joints with approved sealing compound ( confirming to grade BS:5212 Part-I, 1990)including painting the sides of slab with approved appropriate primer (0.26 ltr/sqm ) to receive the specified sealing compound, providing and applying masking tape on top edges of joint to prevent accidental spollage of sealent on top surface and to give a neat finish to the sealent has been applied and tooled, all complete as per specification and direction of Engineer-in-Charge.(Sealing compound paid extra) sealent body in the joint shall be 25 mm wide & 10 mm depth for Expansion joints, including taking away all the dismantled materials from the AAI Premises.

Supplying of packed Elastomeric concrete compound (STP chemicals or equivalent) at site. The one pack of 10 Kg of Elastomeric concrete shall consist of 0.9 Kg. hardener, 3.6 Kg. resin & 5.5 Kg. of Aggregate of minimum Tensile strength 1.3 MPa (after 7 days) , Pot Life between 10 to 11 minutes as per specification and direction of Engineer-in-charge.

Supplying of primer (STP or equivalent) of Elastimeric concrete compound at site as per specification and direction of Engineer-in-charge.

Laying of Elastomeric concrete compound after demarcation, cutting, chipping the concrete up to required depth & with, side locking on the vertical face, cleaning the prepared area by blower, masking and pouring the compound, finishing & texturing complete as per the direction of Engineer-in-charge.

Supplying of High strength quick setting repair mortar (STP chemicals or equivalent) in packed bags of minimum compresive strength 60 Mpa at 28 days at site as per manufature specifications and direction of Engineer-in-charge.

Supplying of Latex based polymer (STP chemicals or equivalent) for bonding coat with a ratioof 1:2 with cement for application before application of high strength quick setting mortar at site as per specification and directions of Engineer-in-charge.

Application of High strength quick setting repair mortar at site including cutting to required depth, chipping of loose concrete, cleaninig the area to be repaired with blower, applying a bonding coat of Latex based polymer, finishing, texturing etc. all complete as per specification and directions of Engineer-in-charge.

S.K. CONSTRUCTION