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| 1 | Works : |
| 2 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independentstaging) including disposal of slit and rubbish, all as per direction ofEngineer-in-Charge. The cleaning shall consist following operations:-(i) Tank shall be emptied of water by pumping & bottom shall becleaned of silt and other deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughlywith wire brush etc. and pressure washed with water.(iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all looseparticles shall be removal from the surface.(v) Finally the surface shall be treated with ultraviolet radiation etc.as per direction of Engineer-in-Charge.ForInterriorRCC Wall ,Interior RCC floor Area of the floor,Pathwayofwater tank . |
| 3 | 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, all complete as per directions of Engineer-In-Charge. With cement mortar 1:4 (1 cement : 4 fine sand) |
| 4 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm.The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shallv carry guarantee for 10 years against any leakage.For vertical surface two coats @ 0.70 kg per sqm. For InterriorRCC Wall & RCC floor of fire water tank. |
| 5 | Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge.For InterriorRCC Wall & RCC floor of fire water tank. |
| 6 | Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars, M.S. pipes (300MM dia), plates etc. and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 7 | Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 8 | Centering and shuttering including strutting, propping etc. and removalof form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets,kerbs and steps etc. |
| 9 | Providing, mixing and applying bonding coat of approved adhesive onchipped 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 ofapproved make |
| 10 | Steel work only for fitting 300mm dia MS pipe at outlet point of fire water tanks (appox. Length1.5M+1.5M ) fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.The required pipe will be provided by the company. |
| 11 | 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 | Removing dry or oil bound distemper, water proofing cement paintand the like by scrapping, sand papering and preparing the surfacesmooth including necessary repairs to scratches etc. complete. |
| 13 | Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface . |
| 14 | Lettering with black Japan paint of approved brand and manufacture WATER TANK No.1 & 2 ( 11 nos of letter are 20cm& 1no is 6cm),CAPACITY-7.42 LAKHS LTRS( 20 nos of letter are 15cm), DATE OF CLEANING AND MAINTANANCE DONE: xx/xx/xxxx (42nos of 10cm ) |
| 15 | Painting with aluminium paint of approved brand and manufacture togive an even shade at above 4m height from G.L. : One or more coats on old work. |
| 16 | Providing and fixing double scaffolding system (cup lock type) onthe exterior side of building/structure, upto 25 metre height, aboveground level, including additional rows of scaffolding in stepped manneras per requirement of site, made with 40mm dia M.S. tube, placed1.5 metre centre to centre, horizontal & vertical tubes joint with cup& lock system with M.S. Tubes, M.S. tube challis, M.S. clamps andstaircase system in the scaffolding for working platform etc. andmaintaining it in a serviceable condition for execution of work ofcleaning and/ or pointing and/ or applying chemical and removing itthereafter. The scaffolding system shall be stiffened with bracings,runners, connecting with the building etc, wherever required, if feasible,for inspection of work at required locations with essential safetyfeatures for the workmen etc., complete as per directions and approvalof Engineer-in-charge.Note:- (1) The elevational area of the scaffolding shall be measuredfor payment purpose. (2) The payment will be made once only forexecution of all items for such works. |
