Tender For Beautification And Repair Work Of The Intersection Located At Madiahu Intersection. - Ddmolition Work Demolishing Rcc Work Manulally/By Meechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Mtr Lead, Jaunpur-Uttar Pradesh

Tender For Beautification And Repair Work Of The Intersection Located At Madiahu Intersection. - DDMOLITION WORK Demolishing RCC work manulally/by meechanical means including stacking of steel bars and disposal of unserviceable material within 50 mtr lead as per direction of Engineer in charge 2 SITE DEVELOPMENT AND EARTH WORK Earthwork Excavation by mmechanical means including getting out and disposal of the wxcavated eath lead up to 50 m as ditected bt the engineer incharge 3 CONCRETE WORK (PLAIN AND RCC) Plain Cement Concrete PCC 1- 1:3:6 (1 cement: 3 coarse (zone lll) derived from natureal sourse 6 graded stone aggregate 20 mm nominal size derived from natural sources)1:1, 5:3 ( 1 Cement 1.5 coarse sand 3 graded stone aggregate 20 mm nominal size) 4 Reinforced cement concrete work in wall ( any thickness) including attached pilasters buttresses plingth and strinc cousrse fillets columns pillars piers abutment postes and structs etc above plinth level up to floor five level excluding cost of centering shuttering finishidn and reinforcement 2- 2:1 5:3 (1 Cement 1.5 coarse sand (zone lll ) derived form natural sources 3 graded stone aggregate 20 m nominal seze derived from natural sourse 5 Reinforced cement concrete work in wall any thickness including attached pilastterws butteressse plinght including attached pilaster buttresses plinth and string courses fillests columns pilalars piers abutmnets post and structs etc above plinth level up to floor five level excluding cost of centring shuttering finishing and reinforcement 1:1 5:3 1 cement 1.5 coarse sand zone lll derived from sources 3 graded ston aggregate 20 mm niminal size derived from natural sources 6 Centring and shuttering 1- Centring and shuttering including strutting propping etc and removal of from for Foundation s footing bases of columns etc for mass concrete 7 Wall any thickness including attached pillster butteresses plingth and string cousresd etc 8 Watter proffing 1- Providing and laying integral cement basesd water proofing treatment includin g preparation of suraace as requred for treatment of roofs balconies terrances etc consisting of following oprationss 2- Applying a slurrly coat of neat cement useing 2.75 kg sqm of cement addmisex with water proffing compund conforming to is 2645 and approved by Engineer in charge over the RCC slab including adjoinig walls up to 300 mm height including cleaning the surface before treatment3- Laying brick bats with mortar using broke bricks brick bats 25 mm to 115 mm size with 50% of cemnt mortar 1:5 1 cement 5 coarse sand admixed with water proofing compound conforminag to is 2645 and approved by engineer in charge over 20mm thick layer of cement4- mortar of mix 1:5 1 cement 5 coarse sand admixed with proofing compound conforming to is 2645 and approved by Engineer in charge to required slope and treating similarly the adjoing wall up to 300 mm height including rounding of junctions of walls and salbs 5- After two days of proper curing applying a second coat of cement slurry using 2.75 kg sqm of cement admixed with water proofing compund conforming to is 2645 and approed by engineer in charge d- Finising the surface with 20 mm thick jointless cement mortar of mix 1:4 1 cement 4 coarse sand admixed with water proffing compound conformaing to is 2645 and approed by engineer inn charge including laying glass fiber cloth of approved quality in top layer of plaster and finally finising the surfae with trowel with neat cement slurry and making patter of 300x300 nn square 3 mm deep E- The whole teraace so finised shall be flooded with water for a minimum period of two weeks for curing and for final test all above operations to be done in orederand as directed and specified gy the engineer in charge with average thickness off 120n m and minum thinkess at khurra as 65 mm with averagge thickness of 120 mm and minium thickness at khurra as 65 mm 9 FLOORING WORKS - Caeramic Tiles Providing and laying ceramic glazed floor tilesof seze 300x300 mm thickness to be specified by the manufacturer of 1 st quaility conforming to is 15622 of approved make in colours such as white lvory gre fume red brown laid on 20 mm thick cemennt mortar 1 cement 4 coarse sand jointing with greycement slurry 3.3 kg including pointing the joints with white cement and matching pigment etc complete veneer wok up to 10 metre height backing filled with a grout of average 12 mm thick cement mortar 1:3 1 cement3 coarse sand including pointing in white cement mortar 1:2 1 white cemnt 2 stone dust with an admisture of pigmentmatching the stone shade to be secured to the backing and the sides by means of cramps and pins which shall be paid for separately 10 White sand stone expose face fine dressed with rough backing 50 mm 11 Services internel water supply and sanitary installations 12 electrical external service connctions 13 extra items Crompton owo 32g 23 u hp open well submersible pump for fountain approximate cost 14 Stone swans as per desing 15 Stone fish as per quotation ans desing fish in 1st quality white mamblre dim 2000x723x532 mm 16 Packing charges in wooeden 17 Tranportaion

INR 3068 /-

INR 251560.0 /-

INR 25.15 Lakhs /-