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| 1 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed. |
| 2 | Material & labour for chipping (20mm to 50mm thick)of existing damaged, cracked , spalled & loose portion of concrete ofthe RCC members completely till the reinforcement is exposed and sound concreteis observed by using mechanical means and manual chisels and further the surface is jetted with clean water for removal of dust and loose particles present in the surface and making good the corrogated reinforcement by providing reinforcement/ welded steel wire fabric for strengthing the structure by welding or tying with MS wire (anealled) not less than 0.90mm dia where required and removing of dust and loose particles complete all as specified and directed.Note : Reinforcement / welded steel wire fabric shall be measured and paid as Supply only rate under resceptive items in this schedule. |
| 3 | M&L for preparation of exposed surafaces of rustedsteel reinforcement with metal wire brush ,cleaning the rustedsurfaces free from loose rust and application ofrust remover cum passivator painted with brush to the rusted reinforcement , and removing rust with flex after 24 hours of application of rust remover with the help of wire brush, sand paper and thoroughly washed with water with the help of pressure jet and allowing it todry and providing , mixing andapplyingzinc anti-rust agent as per manufacturers method of applicationtorebar corrosion protection system to reinforcement( Sika / fosroc/BASF/ Dr sunanda)@3.75Kg/Sqm surfaceof steel reinforcement in two coats completeall as specified and directed.Note :-Area of cleaned reinforcement steel bar shall be measured for payment. |
| 4 | Supply only welded steel wire fabric fixed to RCC wall/ceiling with necessary fixing arrangement weight exc 3 kg/sqm but not exc 4 Kg/Sqm complete all as specified and directed. |
| 5 | Supply only deformed or twisted reinforcement bar of any dia complete.all as specified and directed. |
| 6 | Material & labour applying a coat of Polymer modified cementious bonding coaton the concrete surfaces with one part of Styrene Butadiene Rubberlatex emulsion (SBR latex) manufactured by M/s Fosrocchemicals or equivalent chemicals manufactured by Sika India Pvt Ltd / Choksey Chemicals Pvt. Lt M/S Mapei Const Product India PVT LtdM?S Thermax Ltd/ M/S STP / M/S Dr Sunanada / M/S BASFwith four parts of water and six parts of cement by weight. Coverage of SBR latex-0.25Ltr / sqm for one coat complete all as specified and directed. |
| 7 | Material & laobur for application of polymer modified reinstatement mortar 20mm thick in isolated places of repair works of RCC members with Rendroc S2 of M/s Fosroc makeor equivalent chemicals manufactured by Sika India Pvt Ltd / Choksey Chemicals Pvt. Lt M/S Mapei Const Product India PVT LtdM?S Thermax Ltd/ M/S STP / M/S Dr Sunanada / M/S BASF having a compressive strength of 40 MPa complete all as specified and directed. |
| 8 | Material & labour for providing Shear connectors and Anchoring by drilling 16 mm dia holes up to depth of 100mm in concrete surfaces and fixing 10 mm diaTMT bars L shaped anchor rods as shear connectors by using Fosroc Lokfix chemical (Mixofbase and hardener of the polyester resin)in defective concrete area ofthe slab / column / beams / chajjas / lintel etcor any other structural member as per site requirement after cleaning the drilled hole by using water jet and after dryingclean the surface with blower to remove all loosefine particles present in the hole.The Mix of base and hardener of the polyester resin shall be prepared by thorough mixing of base & hardener by the help of spatula. After preparing the mix the holes shall be filledto a minimum depth of 1/3rd of the hole with the prepared polyester resin and the reinforced bar shall be inserted to full depth of hole and extra length of the reinforcement bar shall be bent into the concrete to maintain proper cover to the reinforcement complete all as specified and directed. |
| 9 | Material & labour for 40 mm thick gunniting by chemical mortar prepared by Renderoc DS40 manufactured by Fosroc (25 kg Renderoc DS40 mixed with 12.5 kg of 6 mm downgraded crushed stone aggregate ) or equivalent chemicals manufactured by Sika India Pvt Ltd / Choksey Chemicals Pvt. Lt M/S Mapei Const Product India PVT LtdM?S Thermax Ltd/ M/S STP / M/S Dr Sunanada / M/S BASF on prepared concrete surfaces complete all as per manufacture\"s instruction &as directed. |
| 10 | Material & labour for 20 mm thick gunniting by chemical mortar prepared by Renderoc DS40 manufactured by Fosroc (25 kg Renderoc DS40 mixed with 12.5 kg of 6 mm downgraded crushed stone aggregate ) or equivalent chemicals manufactured by Sika India Pvt Ltd / Choksey Chemicals Pvt. Lt M/S Mapei Const Product India PVT LtdM?S Thermax Ltd/ M/S STP / M/S Dr Sunanada / M/S BASF on prepared concrete surfaces complete all as per manufacture\"s instruction &as directed. |
| 11 | Demolition of RCC work of any description (reinforcement cut as required to facilitate demolition) complete all as specified and directed. |
| 12 | M&L for fixing injection grouting nozzle of suitable size and injecting grouting material, low viscosity epoxy based grouting material Conbextra EP10 or equivalent chemicals manufactured by Sika India Pvt Ltd / Choksey Chemicals Pvt. Lt M/S Mapei Const Product India PVT LtdM?S Thermax Ltd/ M/S STP / M/S Dr Sunanada / M/S BASF in to the cracks with pressure of 40 psi mechanically including sealing the hole complete all as specified and directed. Note: The rate quoted by the contractor is including Conbextra EP10 epoxy grouting material. |
| 13 | M&L for laying cement based Micro-concrete,Rendroc RG 40 of Fosroc make, or equivalent chemicals manufactured by Sika India Pvt Ltd / Choksey Chemicals Pvt. Lt M/S Mapei Const Product India PVT LtdM?S Thermax Ltd/ M/S STP / M/S Dr Sunanada / M/S BASF pre packed single component, chloride free, sulphate free, non-shrink, free flow, self compacting , ready to use after mixing water in specified proportion of approvedquality. Form work shall beprovided for placingmicro concrete patch reapair as required at sitewith steel jack systemand steel propsto support the form work in this application of high strength, dual shrinkage, compensated, micro concrete for placing in nominal thickness of more than 50mm for concrete reapir with compresive strength of 40 Mpa complete all as specified and directed.Note : The umit rate quoted by the contractor is inclusive of formwork. |
| 14 | M&L for rendering15 mm thick plaster in CM (1:4) using SBR latex emulsion @ 4% by weight of cement on fair face of brick or concrete surfaces of walls finished even and smooth without using extra cement, (Make of SBR emulsion/latex: Sika, Fosroc, STP,Dr Sunanada, BASF, star coatings,)Note: The unit rate quoted bu the contractor is inclusive of SBR Latex. |
| 15 | M&L for Preparation of existing concretewall surface of dry/ oil/sea weed growth/ dampby means of mechanical grindingto achieve a rough, coherent substrate having an excellent anchor profile removing all the loose material, rust, dirt etc., clean and dry the surface by using vacuuming equipment, water jet and compressed air. If required surface shall be lightly grit blasting or detergent washed to get PH value neutrality complete all as specified and directed. |
| 16 | M&L forproviding two coats of carbonation resistant film chemical \"Deck gaurdS\" of M/s FOSROC not less than 150 micron( dry film) per coat over treated area/plaster complete including a coat of \"Deck gaurdS primer \" of 150 microns or equivalent chemicals manufactured by Sika India Pvt Ltd / Choksey Chemicals Pvt. Lt M/S Mapei Const Product India PVT LtdM?S Thermax Ltd/ M/S STP / M/S Dr Sunanada / M/S BASF on dock wallscomplete all as specified and directed. |
| 17 | NOTE: (i) Works shall be excuted in a confined area which reqiures double scaffolding. Contractor should follow OSHA\"s working norms in this area. The work shall be excuted at any height (up to 20 m height) Contractor necessary safety gears shall be considered. Contractor\"s quopoted rate is deemed to be inslusive all above mentioned operations /activities . No extra payment is allowed for thease activity. |
