Tender For As And As To Weather Proof Painting At Nora Building P31 P36 P37 And P38 And Special Repairs To Sewage Line Work For Sick Bay At Ins Rajali Arakkonam-- 1 Taking down cement plaster on brick work or Concrete surfaces including raking out joints, hacking for key, scrubbing down with water, etc. 2 Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified 3 M&L Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in with CM 1:6 complete all as specified. 4 Material , labour and prepared existing concrete surface by brushand application two component solvent-free epoxy resin on existing concrete surface, maximum coverage area 3.5-4.00 Sqm per litre complete all as specified and directed.(Anystorey/ height of building/ structure)Make- Nitobond EP of FOSROC or equivalents chemical given in approved make list of PS. 5 M&L Rendering 15mm thick on fair faces of brick work or concrete surfaces in two layers 10mm thick in CM 1:4 followed by 5mm thick CM 1:4 with approved WPC, finished even and fair.( WPC shall be measured and paid separately). 6 M&L Integral waterproofing compound 7 Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified. 8 M&L precast cement concrete louvres and jallies type B0 1:2:4 (12.5mm graded aggregate), 75mm thick (measured solid), including all mould- ings but excluding frame set in cement mortar 1:4 complete all as specified and as directed 9 M&L for complete removal of existing treatment from old decorated plastered surfaces by Vacuum based sanding machine, removal of nails etc & filling cracks/hole with putty and applying wall care putty upto 1mm thick as required (Multipurpose mixer shall be used for uniform and propper mixing of putty) and applying two coats of emulsion weather coat white/coloured overa coat of exterior water proof primer by auto rollerfor upto 10 mtr height as per site requirement complete all as specified and directed as per manufacturer instruction.Note:1) All work shall be carried out by approved applicator of paint manufacture only. The same shall be approved before carrying out the work from GE.2) Contractor should submit Auth applicator certificate before execution of work.3) Contractor should submit warrenty certificate for 5 years from manufacturer.4) Columns, Beams and Chajja to be painted different colour as per direction of Engr-in-Charge 10 M & L for preparation of newly plastered surfaces and applying wall care putty upto 1mm thick as required (Multipurpose mixer shall be used for uniform and propper mixing of putty) and applying two coats of emulsion weather coat white/coloured overa coat of exterior water proof primer by auto roller for upto 10 mtr height as per site requirement complete all as specified and directed as per manufacturer instruction.Note:1) All work shall be carried out by approved applicator of paint manufacture only. The same shall be approved before carrying out the work from GE.2) Contractor should submit Auth applicator certificate before execution of work.3) Contractor should submit warrenty certificate for 5 years from manufacturer.4) Columns, Beams and Chajja to be painted different colour as per direction of Engr-in-Charge 11 Material and labour for one coat of synthetic enamel painting on old painted wooden surfaces of any description, not otherwise described over 10cm width or girth including preparation complete all as specified and as directed by Engr-in-charge. 12 All as per Item No.11 here-in-before but on old painted steel surfaces. 13 Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories). 14 S&F 110mm PVC (SWR) pipes double socketed in any length with rubber ring joints fixed to walls. 15 All as per item No 14 but except pipes 16 S&F 75mm PVC (SWR) pipes double socketed in any length with rubber ring joints fixed to walls. 17 All as per item No 16 but except pipes 18 S&F 110mm PVC (SWR) bends any radius 19 S&F 75mm PVC (SWR) bends any radius 20 S&F 110mm PVC (SWR) branch piece, single (single Y) equal or unequal 21 S&F 75mm PVC (SWR) branch piece, single (single Y) equal or unequal. 22 Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. getting out in hard / dense soil complete all as specified and as directed. 23 Excavating in trenches, n exc 1.5 m wide and n.exc 3.0 m in depth; for foundation, etc. getting out in hard / dense soil complete all as specified and as directed. 24 Excavating in trenches, n exc 1.5 m wide and n.exc 4.50m in depth; for foundation, etc. getting out in hard / dense soil complete all as specified and as directed. 25 Demolition & breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete)150mm set in cement mortar complete all as speciifed and as directed. 26 Demolition & breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete)200mm set in cement mortar complete all as speciifed and as directed. 27 Demolition of Unreinforced Cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed. 28 M & L forCuttingintoexistingmanholesof 150mm dia for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required 29 M & L forCuttingintoexistingmanholes of 200mm dia for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required 30 M & L forCuttingintoexistingmanholes of 300mm dia for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required 31 M & L for 150mm dia SN8 HDPE DWC pipe, including necessary fittings complete all as specified.Make : M/s Kiran Infra Tech /M/s SHK Polymers Industries/Jain Irrigation/Kisan/Prince/Supreme/Oriplast/M/s RC Plasto Tanks & Pipes Pvt. Ltd./M/s MS Plasto Mould Pvt. Ltd. 32 M & L for 200mm dia SN8 HDPE DWC pipe, including necessary fittings complete all as specified.Make : M/s Kiran Infra Tech /M/s SHK Polymers Industries/Jain Irrigation/Kisan/Prince/Supreme/Oriplast/M/s RC Plasto Tanks & Pipes Pvt. Ltd./M/s MS Plasto Mould Pvt. Ltd. 33 M & L for 300mm dia SN8 HDPE DWC pipe, including necessary fittings complete all as specified.Make : M/s Kiran Infra Tech /M/s SHK Polymers Industries/Jain Irrigation/Kisan/Prince/Supreme/Oriplast/M/s RC Plasto Tanks & Pipes Pvt. Ltd./M/s MS Plasto Mould Pvt. Ltd. 34 M & L for Concrete bed to drain pipes for 150 mm dia including packing under and completely surrounding pipes with concreteafter they are laid and tested using PCC 1:3:6 type C2 40mm graded aggregate. 35 M & L for Concrete bed to drain pipes for 200 mm dia including packing under and completely surrounding pipes with concreteafter they are laid and tested using PCC 1:3:6 type C2 40mm graded aggregate. 36 M & L for Concrete bed to drain pipes for 300 mm dia including packing under and completely surrounding pipes with concreteafter they are laid and tested using PCC 1:3:6 type C2 40mm graded aggregate. 37 M&L for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete all as specified. 38 Demolition of Brickwork or stone/boulder masonry, built in cement mortar or cement lime lime mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precast concrete articles 39 M & Lbrick work with modular flyash bricks straight or curved on plan exc 6 m mean radius built inCM1 : 4 complete all as specified and as directed. 40 M&L 10 mm thick Rendering on concrete surface in CM 1:4 duly mixed with WPC @ 2% by weight of cement, finished even & smooth without using extra cement completeall as specified and as directed 41 Supply only integral water proofing compound. 42 Demolition of Reinforced cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed. 43 M & L for Provide precast cement concrete 1:2:4 type B-1 (20mm graded aggregate)grade as in landings, cover slabs (for man holes etc) chullah hoods, chajjas, water trough, managers, shelves & similar articles with plain faces set in Cement mortar 1:4 completeall as specified and as directed. 44 M & L for MS TMT bars 10mm dia and over, cut to length bent to shape required including cranking, bending spirally for hooping for columns, hooking end and binding with and including MS wire annealed not less than 0.9mm MS wire (annealed) all as specified. 45 M & L for PCC 1:3:6 type C1 (using 20mm graded stone aggregate) as in Coping including use and waste of formwork and finishing the exposed faces of concrete even and smooth without using extra cement complete all as specified and as directed. 46 M & L for PCC 1:2:4 type B1,of (20 mm aggregate) in Benching Concrete , lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed. 47 Returning filling-in including spreading, levelling, watering andwell ramming in layers not exceeding 25cm in soft/loose soil using approved excavated soil all as directed. 48 Removing excavated soil material to a distance exceeding 250 Mtrs but not exceedng 500m and depositing where directed at a level n.exc 1.5m above the starting point all as specified. 49 Cleaning ofmanholes by means of removing silt, sludge etc and taken off the site including pumping foul water from manhole manually or mechanically complete all as specified and directed by Engineer -in charge. 50 Testing manholes as specified by filling with water complete all as specified and directed by Engineer in Charge
