Brand Type Unbranded

Repair/replacement of (existing) 23 to 27 mm wide Expansion Joints in rigid pavements by using polyurethane joint sealent (minimum depth 12 mm) after priming the vertical surface twice 0.075 litre (minimum) approved primer per metre and sealed flush to a level of 2 to 3 mm below the top of the adjacent pavement and provision of 30 mm dia polyurethene foam closed cell backup rod including raking out existing joints ( upto Approx 45 mm depth) and removing unserviceable polyurethane joint sealent/sealing compound of any description alongwih polyurethene foam backup road and cleaning/preparing the joint surface, complete all as specified.

Repair/replacement of (existing) 8 to 12 mm wide Contraction (Dummy) Joints in rigid pavements by using polyurethane joint sealent (minimum depth 13 mm) after priming the vertical surface twice 0.075 litre (minimum) approved primer per metre and sealed flush to a level of 2 to3 mm below the top of the adjacent pavement and provision of 12 mm dia polyurethene foam closed cell backup rod and including raking out existing joints (upto Approx 28 mm depth) and removing unserviceable polyurethane joint sealent/sealing compound of any description alongwih polyurethene foam backup road and cleaning/preparing the joint surface complete all as specified.

Repair/replacement of (existing) 8 to 12 mm wide Construction Joints in rigid pavements by using polyurethane joint sealent (minimum depth 13 mm) after priming the vertical surface twice 0.075 litre (minimum) approved primer per metre sealed flush to a level of 2 to 3 mm below the top of the adjacent pavement and provision of 12 mm dia polyurethene foam closed cell backup rod and including raking out existing joints (upto Approx 28 mm depth) and removing unserviceable polyurethane joint sealent/sealing compound of any description alongwih polyurethene foam backup road and cleaning/preparing the joint surface complete all as specified.

Repair to broken spalled cracks etc of existing concrete slab / bitumen pavements by cutting U grooves with mechenical cutter, cleaning the joint portion throughly to ensure dust free using compressed air removing all dust / debries out of runway and filling crack of size 10 mm to 12 mm wide and depth not exceeding 12 mm with black or grey bitumen tubing / rope and finished the top surface smooth by torching / heating with blow lamp all as per manufacturers instructions and complete all as specified.

Raking out joints and removing existing sealing compound, all loose & foreign material from the expansion joints of size 26mm to 40mm width and 30mm depth in existing concrete pavements, cleaning the surfaces with wire/coir brushes and then cleaning the surfaces with compressed air by using compressor, priming the surfaces with primer 0.23 ltr per ten running metre (minimum) of same manufacturer as that of sealing compound and filling the joints with sealing compound grade B 9.35 Kg per ten Running Metre (minimum), confirming to IS1834/1984, all as specified and as directed by Engineer in Charge. Notes. (i) Raked out materials shall be removed to location at a distance exc 5Km from the starting point as directed by Engineer in charge. (ii) To maintain proper record of PERFORMANCE GUARANTEE for three years, each slab/panel of joint filling shall be numbered with two to five stenciled letters with indigo paint.

Raking out joints and removing existing sealing compound, all loose & foreign material from the Construction/Dummy joints of size 8mm to 15mm width and 30mm depth in existing concrete pavements, cleaning the surfaces with wire/coir brushes and then cleaning the surfaces with compressed air by using compressor, priming the surfaces with primer 0.057 ltr per ten running metre (minimum) of same manufacture as that of sealing compound for Dummy joints and filling the joints with sealing compound grade B 2.75 Kg per ten Running Metre (minimum), confirming to IS1834/1984, all as specified and as directed by Engineer in Charge. Notes. (i) Raked out materials shall be removed to location at a distance exc 5Km from the starting point as directed by Engineer in charge. (ii) To maintain proper record of PERFORMANCE GUARANTEE for three years, each slab/panel of joint filling shall be numbered with two to five stenciled letters with indigo paint.

Raking out joints and removing existing sealing compound, all loose foreign material from the Construction/Dummy joints of size 16mm to 25mm width and 30mm depth in existing concrete pavements, cleaning the surfaces with wire/coir brushes and then cleaning the surfaces with compressed air by using compressor, priming the surfaces with primer 0.10 ltr per ten running metre (minimum) of same manufacture as that of sealing compound for Dummy joints and filling the joints with sealing compound grade B 5.60 Kg per ten Running Metre (minimum), confirming to IS 1834/1984, all as specified and as directed by Engineer in Charge. Notes. (i) Raked out materials shall be removed to location at a distance exc 5Km from the starting point as directed by Engineer in charge. (ii) To maintain proper record of PERFORMANCE GUARANTEE for three years, each slab/panel of joint filling shall be numbered with two to five stenciled letters with indigo paint.

Repairs to concrete pavements by cutting the damaged, spoiled edges in concrete pavements slabs to rectangular cross section with diamond tip cutters, removing all loose and foreign materials to a distance exceeding 500 metres but not exc 1 Kilometer, cleaning surface thoroughly with wire/coir brushes and then cleaning the surfaces with compressed air by compressors, priming the surface with Dencote primer 601 and filling with epoxy resin Denpatch 2 Kg per 1000 Cucm with and including form work wherever required in taxi track all as specified and as directed by Engineer in Charge. Make DENSON/NGI or equivalent approved by the GE.