Steel Industrials Kerala Limited has published Tender For Renovation And Maintenance Of Barrack At Fti Campus Of Sfti Arippa, Thiruvananthapuram. Submission Date for this Tender is 05-06-2023. Barrack Tenders in Kollam Kerala. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Structural Repair Works |
| 2 | 26.28.3 : Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge25 mm average thickness |
| 3 | 15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. |
| 4 | 26.28.1 : Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge75mm average thickness |
| 5 | od30338/2023_2024 : Hire charges for steel adjustable telescopic props of 3 m (2.02-3.75 m) length for supporting the structures and providing sufficient cross bracing wherever required in order to prop up the building safely while carrying out various types of rehabilitation work. |
| 6 | 26.29.1 : Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars upto 12 mm diameter |
| 7 | 26.29.2 : Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars above 12 mm diameter |
| 8 | 5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 9 | 26.30.1 : Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.Upto and including 12mm dia. |
| 10 | 26.31.2 : Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make |
| 11 | 13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer"s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 12 | 26.31.1 : Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.SBR Polymer (@10% of cement weight) modified cementitious bond coat @2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer |
| 13 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 14 | 26.39 : Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge. |
| 15 | 26.40 : Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. |
| 16 | od30337/2023_2024 : Providing encasement to columns/beams/slab etc., with free-flow high strength non<br>shrink micro concrete M- 35 using single cement micro concrete shrinkage components added with 10mm aggregate in the ratio 2:1. The water cement ratio should be maintained as per manufacturer's<br>specifications to achieve dense solid mass. The Micro concrete shall be poured properly in slurry tight<br>prefixed holding boards formwork, fixed properly in line, level and in the required size/shape and well oiled<br>etc. The air bubbles, if any shall be removed by tapping the boards and removing the same after 24 hours,<br>curing the micro-concrete thoroughly for 14 Days etc. complete. |
| 17 | 26.32.2 : Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).25 mm average thickness in 2 layers. |
| 18 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 19 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 20 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 21 | 15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 22 | 14.1.1 : Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand) |
| 23 | Roofing Repair |
| 24 | 15.31 : Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 25 | 15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 26 | od30337/2023_2024 : Providing encasement to columns/beams/slab etc., with free-flow high strength non<br>shrink micro concrete M- 35 using single cement micro concrete shrinkage components added with 10mm aggregate in the ratio 2:1. The water cement ratio should be maintained as per manufacturer's<br>specifications to achieve dense solid mass. The Micro concrete shall be poured properly in slurry tight<br>prefixed holding boards formwork, fixed properly in line, level and in the required size/shape and well oiled<br>etc. The air bubbles, if any shall be removed by tapping the boards and removing the same after 24 hours,<br>curing the micro-concrete thoroughly for 14 Days etc. complete. |
| 27 | 26.31.1 : Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.SBR Polymer (@10% of cement weight) modified cementitious bond coat @2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer |
| 28 | od30340/2023_2024 : Supplying &fixing alkali-resistant fibreglass mesh 110 GSM to improve elongation at<br>failure and crack-bridging on horizontal surfaces as per the manufactures specifications.<br>Size of mesh - 5x5 mm. Weight of raw mesh - 100 g/m2 |
| 29 | od30342/2023_2024 : Providing & applying fist layer two component acrylic polymer-modified both positive & negative side waterproofing cementitious high performance coating applied by trowel or roller for waterproofing balconies, terraces, bathrooms and swimming pools in 4 layer @26.91 kg/sqm must be applied in at first coat by brush or with a roller within 60 minutes of it being mixed, to give a final thickness of at least 2 mm. To improve elongation at failure and crack-bridging on horizontal surfaces, The first layer must be at least 1 mm thick. While it is still fresh,, carefully lay on the surface, and press it in using a flat-bladed trowel to make sure that it is perfectly buttered. first coat as a primer coat @1mm thickness / 1.345kg per Sq.mtr |
| 30 | od30343/2023_2024 : Providing & applying second layer two component acrylic polymer-modified both positive & negative side waterproofing cementitious high performance coating applied by trowel or roller for waterproofing balconies, terraces, bathrooms and swimming pools in 2 layer @26.91 kg/sqm must be applied in at first coat by brush or with a roller within 60 minutes of it being mixed, to give a final thickness of at least 2 mm. To improve elongation at failure and crack-bridging on horizontal surfaces, The first layer must be at least 1 mm thick. While it is still fresh, carefully lay on the surface, and press it in using a flat-bladed trowel to make sure that it is perfectly buttered. first coat as a primer coat @1mm thickness / 1.345kg per Sq.mtr |
| 31 | od30344/2023_2024 : Providing & applying one componet polyurethene, waterproofing liquid memberane on terrace. PU is applied by brush or roller in two layer. Epoxy primer should be dry and surface moisture should be less than 4% before PU application. The first layer is applied 2-3 hours after primer and while PU epoxy primer is still dried. The second layer should be applied crosswise after 8-24 hours, depending on the weather conditions. ( Epoxy primer - 200 gm per sqm and PU per coat should be 650 gm/sqm). The rate shall include all labour, material and coveyance charges etc complete. |
| 32 | 12.51.6 : Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Gutter (600 mm over all girth) |
| 33 | 14.1.1 : Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand) |
| 34 | Joinery and Furniture Works |
| 35 | 50.9.1.1 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood |
| 36 | 50.9.15.2 : Supplying and fixing 300 mm Aluminium aldrop |
| 37 | 9.165.1 : Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.125 mm |
| 38 | 14.6.1 : Renewing glass panes, with wooden fillets wherever necessary:Float glass panes of thickness 4 mm |
| 39 | 15.12.1 : Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below |
| 40 | 50.14.1.1 : Removing and refixing door shutters after necessary repairs for easy opening and closing etc complete as per the direction of site Engineer-in-charge. |
| 41 | 50.14.1.2 : Removing and refixing window shutters after necessary repairs for easy opening and closing etc complete as per the direction of site Engineer-in-charge |
| 42 | od30339/2023_2024 : Providing and fixing fly proof nylon mesh, to windows and clerestory windows using<br>nylon mesh with average width of aperture 1.4 mm in both directions with all complete. Inclusing aluminium<br>frame work, mosquito section, 50 mm aluminium higes at top and bottom, pvc latch and EDPM rubber etc<br>complete. |
| 43 | od30341/2023_2024 : Wardrobe: Providing and fixing Cabinet/Wardrobe unit with 16 mm thick pre-laminated medium density fibre board exterior grade (Grade-I) IS: 14587:1998 marked with one side decorative and other side balancing lamination. cupboard shutters edge to be sealed with PVC edge bending tape 2.00 mm thick of approved brand including ISI markedautoclose hinges with fixing chromium plated brass 50 mm cupboard or wardrobe knobs, special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete. Depth of shelves to be 300-600mm and shelves to be fix with proper support and bracket holders. as per layout drawing approved by Engineer in charge. Make laminate/: Greenlam / Merino / Century. Only front elevation will be measured. |
| 44 | External Works |
| 45 | 2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 46 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 47 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 48 | 5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 49 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 50 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 51 | 16.91.2 : Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 52 | 13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) |
| 53 | Painting works |
| 54 | 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 55 | 13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 56 | 13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 57 | 13.80 : Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 58 | 13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
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