Tender For Development Of Ambedkar Park In Mohalla Pachokra. - Earth work 2 Clearing grass and removal of the rubbish up to a distance of 50 moutside the periphery of the area cleared. 3 Total qty- 4 Excavation in trench for foundation,pipecables etc. in ordinary soil (Loam, Clay or sand) Including lift up to 1.50M and lead up to 50M and dressing of sideand remaining of bottom disposal of surplus earth as directed by the Engineer in charge with lead of 50m.(0 to 1.5m depth) (PWD SI no.-251a) 5 All kinds of Soil 6 Total qty- 7 Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc, in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 and for alllift. 8 Total qty- 9 Excavating, supplying, stacking and filling of local earth (including royalty)by mechanical transport upto a lead of 5km also including rammingand watering of the earth in layers not exceeding 20 cm in foundationtrenches, plinth, sides of foundation etc. complete for all lift. 10 Total qty- 11 Providing preconstructional antitermite treatment and creating and chemical barrier under and around the coloumn pits wall trenches bascement excavation top surface inplinth filling juction of wall and floor, along the external per meter of binding expansion joints surrounding of pipes and conduit etc. complete (plinth area of the building at ground floor only shall be measurd as per I.S. 6313(part Il 1981) Aldrine emulsifiable concentrate or any other approved material such as Hepthachlor of chlordance will be used. The rate of application of chemicalemulsion shall be as follows :-1) Treatment for massonary and foundation 5 litesper sqmBack fill in immediate contact with foundation7 .. 5 lites per sqm3) Treatment of surface of plinth filling 5 lites per sqmTreatment of soil along external permeter of4)and injecting chemical for2)Building 2.25 liter per linear meter of theperimetr wall5) Treatment of soil under external permeter 5lites per sqm 12 PCC work 13 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level: 14 1:4:8 derived from natural sources :8 graded stone aggregate 40mm nominal size derived from natural sources) 15 Total qty- 16 CONCRETE WORK 17 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 18 All works upto plinth level 19 Concrete of M25 grade with minimum cementcontent of 330 kg /cum 20 All works above plinth level upto floor V Level 21 Concrete of M25 grade with minimum cementcontent of 330 kg /cum 22 BRICK WORK 23 Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in : 24 Cement mortar 1:4(1 cement:4 coarse sand) 25 Total qty- 26 PLASTER WORK 27 15MM cement plaster on rought side of single or half brick wall of mix 28 1:4 (1 cement : 4 coarse sand) 29 Total qty- 30 12MM cement plaster on rought side of single or half brick wall of mix 31 1:4 (1 cement : 4 coarse sand) 32 Total qty- 33 PAINTING 34 Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete. 35 Total qty- 36 Finishing walls with Premium Acrylic Smooth exterior paint with Siliconeadditives of required shade: 37 New work (Two or more coats applied @ 1.43 Itr/10 sqm overand including priming coat of exterior primer applied @ 0.90litre/10 sqm) 38 Total qty- 39 Wall painting with premium acrylic emulsion paint of interior grade, havingVOC (Volatile Organic Compound ) content less than 50 grams/ litre ofapproved brand and manufacture, including applying additional coatswherever required to achieve even shade and colour. 40 Two coats 41 Total qty- 42 STEEL WORK 43 Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 44 MS AND Medium tensile steel bars 45 Total qty- 46 Providing and fixing stainless steel ( Grade 304) railing made of Hollowtubes, channels, plates etc., including welding, grinding, buffing, polishingand making curvature (wherever required) and fitting the same withnecessary stainless steel nuts and bolts complete, i/c fixing the railingwith necessary accessories & stainless steel dash fasteners , stainlesssteel bolts etc., of required size, on the top of the floor or the side of waistslab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall beconsidered excluding fixing accessories such as nuts, bolts, fastenersetc.). 47 Total qty- 48 SHUTTERING WORK 49 Centering and shuttering including strutting, propping etc. and removal of form for 50 Foundations, footings, bases of columns, etc. for mass concrete 51 Total qty- 52 Lintels and Beams 53 Total qty- 54 Column and Pillers 55 Total qty- 56 FLOORING 57 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm includinggrouting the joints with white cement and matching pigments etc. Thetiles must be cut with the zero chipping diamond cutter only . Laying oftiles will be done with the notch trowel, plier, wedge, clips of requiredthickness, leveling system and rubber mallet for placing the tiles gentlyand easily. 58 Size of Tile 600 x 1200 mm 59 Total qty- 60 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 61 Flamed finish granite stone slab Jet Black, Cherry Red, EliteBrown, Cat Eye or equivalent. 62 Total qty- 63 WATER PROOFING 64 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: 65 a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.Laying brick bats with mortar using broken bricks/brick bats25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and makingpattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished 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 order and as directed and specified by the Engineer-in Charge 66 With average thickness of 120 mm and minimumthickness at khurra as 65 mm. 67 Providing and fixing factory made uPVC white colour sliding glazed window above 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforcedwith 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads, uPVC extruded interlocks and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle on one side of extreme panel along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) touch lock with hook (if required for wire mesh panel), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes,wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 68 Using r2 series with frame (400mm and above)x40mm and above and sash (25mmx50mm above) with zinc alloy powder coated touch locks with hook 69 Total qty- 70 Providing and fixing factory made P.V.C, door frame of size 50x47 mmwith a wal thickness of 5 mm, made out of extruded 5 mm rigid PVCfoam sheet, mitred at corners and joined with 2 Nos of 150 mm longbrackets of 15x15 mm M.S. square tube, the vertical door frame profilesto be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDMrubber gasket weather seal to be provided through out the frame. Thedoor frame to be fixed to the wall using M.S. screws of 65/100 mm size,complete as per manufacturers specification and direction of Engineer-in-Charge. 71 Total qty- 72 Providing and fixing factory made panel PVC door shutter consisting offrame made out of M.S. tubes of 19 gauge thickness and size of 19 mmx 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shallhave a coat of steel primers of approved make and manufacture. M.S.frame covered with 5 mm thick heat moulded PVC C channel of size 30mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mmshall be tapered in 45 degree angle on both side forming styles and 5 mmthick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mmshall be tapered in 45 degree on the inner side to form top and bottomrail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lockrails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottomrail, paneling of 5 mm thick both side PVC sheet to be fitted in the M,S.frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thickx 15 mm wide PVC sheet beading on inner side, and joined togetherwith solvent cement adhesive, An additional 5 mm thick PVC strip of 20mm width is to be stuck on the interior side of the C Channel using PVCsolvent adhesive etc. complete as per direction 73 30 mm thick pre laminated PVC door shutters 74 Total qty- 75 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10metre height, backing filled with a grout of average 12 mm thick cementmortar 1:3 (1 cement : 3 coarse sand) including pointing in white cementmortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigmentmatching the stone shade : (To be secured to the backing and the sidesby means of cramps and pins which shall be paid for separately) : 76 Red sand stone - exposed face fine dressed with roughbacking.30 MM THICK 77 Total qty- 78 Providing and laying 60 mm thick faciory made cement concreteinterlocking paver block of M -30 grade made by block making machinewith strong vibratory compaction, of approved size, design & shape, laidin required colour and pattern over and including 50 mm thick compactedbed of coarse sand, filling the joints with line sand etc. all complete as perthe direction of Engineer-in-charge. 79 Total qty- 80 MAIN GATE 81 STATUE 82 GST
