REPAIRS TO JOINT FILLING, EPOXY MORTAR AND OTHER RUNWAY CONNECTED WORKS TO ALL GROUND MARKS OF RUNWAY, PTT AND DISPERSALS AT AFS HAKIMPET

M&L for Cutting the existing edges/joints of PCC slabs/rigid pavements by handheld cutter and chiselling, removing loosened material to a distance exc 200 Mtrs and not exc 250 Mtrs and depositing in depressions including levelling, cleaning of concrete surface with compressed air of all dust, dirt, greese, bitumen, loose materials etc depth exceeding 40mm and not exceeding 80mm and filing with epoxy resin morter comprising one part of epoxy resin and five parts of quartz sand mix No 10 by weight after appling epoxy resin primer (Tack coat) @ 0.32 Kg/Sqm all as specified to match evenly the adjoining surefaces of existing PCC slab complete all as specified and as directed.

M&L for Cutting existing loose patches/spalled edges, widening of existing cracks of concrete payment in true geometrical shapes to average depth of 20mm to 25mm using diamond cutters operated with gen sets, cleaning the surface dry and free from dust/dirt with air compressor in order to achieve proper bond between eslastomeric concrete and cement concrete surface and applying polyurethane based elastomeric concrete over a coat of approved primer as per manufacturers instruction including supply and fixing masking tape on pavement surface to prevent accidental spillage of elastomeric concrete and removing the masking tape and cleaning the area of application after the application is over complete all as specified and as directed.

M&L for cutting,racking out existing ceiling compound from joints of rigid pavements included racking split out ceiling compound from edge at existing joints and removing the cacked out ceiling compound and other foreign material and forming joints up to 20 mm average width and up to 25mm average depth by hand held cutter and removing the debris and other foriegn material to a distance exceeding 50m and not excedding 150m depositing where directed by Engineer-in-Charge and cleaning the site and bottom of joints by compressed Air (Diesel Driven Compressor of suitable capacity). Preparing joints to receive polyurethane joint filling and primed with Rally prime - 190, sealed with Rallithane - 862, Polyurethane sealent with backup rod of suitable size manufactured by Chemetail - Rai India Ltd/ Fosroc Chemicals India Pvt Ltd or equivalent approved make complete all as specified and as directed.

M&L for cutting,racking out existing ceiling compound from joints of rigid pavements included racking split out ceiling compound from edge at existing joints and removing the cacked out ceiling compound and other foreign material and forming joints 20 to 30 mm average width and 25mm average depth by hand held cutter and removing the debris and other foriegn material to a distance exceeding 50m and not excedding 150m depositing where directed by Engineer-in-Charge and cleaning the site and bottom of joints by compressed Air (Diesel Driven Compressor of suitable capacity). Preparing joints to receive polyurethane joint filling and primed with Rally prime - 190, sealed with Rallithane - 862, Polyurethane sealent with backup rode of suitable size manufactured by Chemetail - Rai India Ltd / Fosroc Chemicals India Pvt Ltd or equivalent all as per manufacturer insutructions complete all as specified and as directed.

M&L for Cutting, Racking out sealent of expansion joint 21 mm to 25 mm wide and 20 to 25 mm depth including scraping the spilled compound from edges of existing joints,cleaning the side and bottom of joints by compressed air including priming and filling the joints with the sealing compound grade 'B' up to 2mm below the top of slab and all as specified and including removing the scraped materials to a distance exceeding 250 mtr and not exceeding 500 mtr complete all as specified and as directed.

M&L for Cutting, Racking out sealent of construction/ dummy joint 15 mm to 20 mm wide and 20 to 25 mm depth including scraping the spilled compound from edges of existing joints,cleaning the side and bottom of joints by compressed air including priming and filling the joints with the sealing compound grade 'B' up to 2mm below the top of slab and all as specified and including removing the scraped materials to a distance exceeding 250 mtr and not exceeding 500 mtr complete all as specified and as directed.

M&L for Cold applied PU concrete crack filler for Airfield pavements for up to 15mm width and up to 20mm depth streaming concrete crack stuffer to fill cracks and joints on any concrete including cutting as much necessary,cleaning and removal of FOD out of runway complete all as specified and as directed. Make : - Concrete flow or equivalent approved make