Tender For Construction Of Underground Water Tank And Misc. Works In Critical Care Block And Govt. Hospital Dausa (Excluding Cost Of Cement) - 1 Earth Work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soilas directed within a lead of 50 meter. For All kind of soil 2 Add extra over item No. 1.8 and 1.9 for every additional lift of 1.5 m or part thereof: in all kind of soilupto 3 meter 3 Add extra over item No. 1.8 and 1.9 for every additional lift of 1.5 m or part thereof: in all kind of soil3.0 to 4.5 meter 4 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. In depth, consolidation each deposited layer by ramming and watering including lead upto 50m and lift upto 1.50meter. 5 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade nominal mix 1:3:6 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size). 6 Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. M-20 grade. Design mix 7 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement for :- Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. MM20 grade Design Mix 8 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases. M-20 grade Design mix of stone aggregate 20mm nominal size. 9 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)Thermo-mechanically Treated bars (Conforming of relevent IS code) 10 Add extra for providing richer mixes respectively at all floor levelsProviding M-25 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix. 11 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of columns etc. up to plinth level. 12 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for : Walls (any thickness) including attached pilasters,buttressesplinthandstring course. 13 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for up to floor three level for Suspended floors, roofs landings staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam etc. 14 Add extra for additional height in centring, shutteringwhere ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at alllevels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan are is to be measured) 15 CARRIAGE OF MATERIALS upto 10.0 km for Earth, sand, gravel, u/s kankar, lime, flyash, morrum, manure or sludge. 16 Half Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 75 in superstructure above plinth level upto floor V level in. Cement mortar 1 : 4 (1 cement : 4 coarse sand) 17 Random rubble dry stone Kharanja under floor. 18 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. 19 South Zed Black 20 Above 3601 Cm2 Slabs 21 Jalore (P-white / S-white/ Rosy Pink colour) 22 Above 3601 Cm2 Slabs 23 Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. 24 Hot finished seamless type tubes. 25 Extra for hoisting and fixing for every additional one metre or part thereof beyond 10 mtr height. 26 Providing and installation of Poly Carbonate Sheet roofing over existing steel framing as per drawing and design including fixing with non-corrodible nuts and water proof washers as per instruction of Engineer-in-charge. 27 10 mm thick 28 Providing and laying M30 grade controlled cement concretepavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ super elevation and grade including curing etc. as per specification with cement concrete M-30 grade including cost of Steel frame work for sides of C.C. pavement consisting of M. S. channels flats and angles with required steel pegs ( some of them may left embedded in concrete/ including providing frame work) 29 Extrafor vacuum processed concrete including cost of equipments labour etc. 30 Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finished 20mm thick. 31 12mm thick . 32 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 33 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 34 In cement mortar. 35 Dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meter lead: 36 For thickness of tiles 10mm to 25mm. 37 Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. 38 Providing & applying one coat of UV resistant polymer cement based waterproofing slurry coating of approved make and quality on concrete or plastered surface as perspecifications including preparation of surface by cleaning brushing and dust removing, filling of cracks and making the surface leak proof by mixing one part of chemicalwith 2 parts of cement and 2 parts of water (covering area 1.86 Sq.M/Kg of chemical) including cost of cement, labour, tools & plant, scaffolding if necessary etc., complete as directed by Engineer in Charge.Note: Undulations/cracks found on the surface should be rectified with Cement Motor before application and the same will be paid under relavent items. 39 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 40 NON BSR ITEMS 41 Supply and fixing 3.2 mm thick anti static vinyl flooring as per sample approved by engineer incharge. The flooring must be free pregrooved for heat confirming to ASTM-F 1700 and ASTM-F- 150 including making ground connection between static control flooring and external grounding system complete is required by Engineer in charge 42 Providing and fixing 125 mm thick acoustical door for theatre shutter finished with laminate on both side. Door shall be made in saalwood frame in 75x35 frame shall have both side 12 mm thick commercial ply with 0.8mm laminate on one side and glass wool of 50 mm thick-2000 D shall be kept between wooden frame (including glass wool). Door shutter have two rebated having thin flat lining for making air tight Door. Fixing 3 mm thick TECSOUND or equvalent insulation layer in between two frame door shutter to have following brass fitting and fixtures heavy duty is railway type oxides brass hinges 150x50x6 mm 3 Nos. 12 mm dia 300 long top, 12 mm dia 300 mm long bottom oxidized tower bolt. 65 mm brass deadlock handle 750 mm long as approved by engineer in charge 04 Nos. door size 125 mm thick and installation including Door frame complete as per direction of Engineer incharge. 6x1.8x2.1
