Indian Oil Corporation Limited-IOCL has published Rcc Structural And Civil Repair Jobs At Indian Oil Bhawan Noida. Submission Date for this Tender is 10-02-2022. Civil Work Tenders in noida Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. |
| 2 | Stucture repair jobs |
| 3 | "Stone work for wall lining etc.(veneer work) in 12 mm thick cement mortar 1:3(1cement : 3 coarse sand) of required shape and size including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an added mixture of pigment, matching to the stoneshades .complete to the satisfaction oftheEngineer-in-charge. 40 mm nominal Thickness White / Red Sand stone provided on walls at any location (Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) " |
| 4 | Providing and laying cement concrete in superstructure inwalls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc.,excluding the cost of centering, shuttering and finishing : (Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 5 | 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 6 | Centering and shuttering including strutting, propping etc. and removal of formwork for : (Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 7 | Columns, piers, abutments, pillars, posts and struts |
| 8 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of the Engineer-in-Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment for an area will be made once irrespective of duration of scaffolding or even if the scaffholding is removed and re-installed due to varying nature of works at site. [Note: This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done](Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 9 | Providing and laying common burnt clay F.P.S. (Non Modular) brick tiles of Class Designation 10 on roof, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat, all complete as per specifications and directions of the Engineer-in-Charge.(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 10 | 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 directions of the Engineer-in-Charge :(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 11 | 50 mm average thickness |
| 12 | 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 directions of the Engineer-in-Charge :(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 13 | Bars up to 12 mm diameter |
| 14 | Bars above 12 mm diameter |
| 15 | Providing and applying anticorrosive treatment to exposed structural reinforcement with two coats of IPNET RB or equivalent with time interval of minimum 8-10 hours between each coat after the application of two coats of alkaline rust converting primer. The application shall be done by brush after cleaning existing reinforecement with wire/ rotary wire brush to make the surface free from loose material, dirt etc. and thoroughly washing with water and allowing it to dry inclusive of all materials, labour, equipment, etc. complete as per specifications and directions of the Engineer-in-Charge. The application of anticorrosive treatment shall be strictly as per technical specifications and directions of the Engineer-in-Charge. [Note: Unit "M" shall mean "RUNNING METRE". The running metre of rebars shall be measured for payment purpose].(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 16 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm up to 200 mm 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 directions of the Engineer-in-Charge :(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 17 | Up to and including 12 mm diameter |
| 18 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and directions of the Engineer-in-Charge complete in all respect :(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 19 | SBR Polymer (@ 10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified pr oportion of approved polymer. |
| 20 | 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 the 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 75 mm size cube crushing strength at the end of 28 days to be not less than 30 N/sq.mm](Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) : |
| 21 | 50 mm average thickness in 3 layers. |
| 22 | Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by weight of cement used) modified plain/ reinforced cement concrete for structural members having minimum characteristic compressive strength (with Ordinary Portland Cement, Coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria) with specified average thickness. [Notes: (1) Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved Super-plasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc. (2) 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] :(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 23 | 50 mm thick in Grade M-25 with cement content not less than 330 Kg/cum. |
| 24 | Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/ honey-comb area of concrete/ masonry by suitable gun/ pump at required pressure including cutting of nipples after curing etc. complete as per directions of the Engineer-in-Charge. [Note: The payment shall be made on the basis of actual weight of approved grout injected] :(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 25 | Epoxy injection grout in Concrete/ RCC work of approved make. |
| 26 | Providing and inserting 12 mm dia. galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diameter (20 mm to 30 mm) up to depth from 30 mm to 80 mm 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 directions of the Engineer-in-Charge.(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 27 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] :(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 28 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 29 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 30 | Two or more coats on new work |
| 31 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 32 | Two or more coats on new work |
| 33 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. (b) Tear strength in longitudinal and transverse direction as 300/250N. (c) Softening point of membrane not less than 150°C. (d) Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 34 | FINISHING :(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 35 | 20 mm cement plaster of mix : |
| 36 | 1:4 (1 cement : 4 fine sand) |
| 37 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level :(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 38 | Thermo-Mechanically Treated bars of grade Fe-500or more |
| 39 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 6mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing with cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits.(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 40 | 50 mm thick |
| 41 | 40 mm thick |
| 42 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 43 | Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for all leads including all lifts involved.(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 44 | Dismantling dressed stone work ashlar face stone work in cement mortar, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge.(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 45 | Providing and fixing expansion hold fasteners (wedge expansion type) on C.C./ R.C.C./ Brick masonry/sandstone surface backing including drilling necessary holes and the cost of bolt, etc. complete :(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 46 | Fastener with threaded dia 12 mm |
| 47 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 48 | Providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the Engineer-in-Charge :(Pleaserefer SCC clause no. 3.8.0 regarding work at building terrace at 10th floor level) |
| 49 | Wooven PVC cloth |
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