|
Tender For D/O Park (Beautification Of D-Type Park, Sector-62) (Civil Work). Noida - Cleaning jungle including uprootingg of rank vegetation grass push wood trees and sampling of girt upto 30cm measured at a height of 1mtr above ground level and removal of rubbish upto a distance of 50m outside the periphery of area cleared same as above 259 (i) but grass only 2 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm 3 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 4 Dismantling steel work in built up sections in angles, tees, flats andchannels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 5 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. 6 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. 7 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): From brick work in cement mortar 8 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 9 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.) The Contractor has detect different utilities like sewer line, Water Supply Line, Electric Cable, Telephone Cable, Gas Pipe Line(using Utility Detecting MAchine Before Start of Excavation and Shall start Excavation only after getting Permission ofEngineer-in-Charge. 10 Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. All kinds of soil 11 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 12 Construction of granular sub-base by providing close graded material, spreading in uniform layers with morth grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 13 Providing, laying, spreading fine sand of zone IV, complete as per specifications and directions of Engineer-in-Charge. 14 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 15 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) 16 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) 17 Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns 18 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo- Mechanically Treated bars of grade Fe-500D or more. 19 Brick work with common burnt clay F.P.S. ( non modular) bricks ofclass destination 100in foundation and plinth in: Cement mortar 1:4 (1 cement :4 coarse sand) 20 Brick work with available common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) 21 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).Second class teak wood 22 35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be miteredcut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer"s specification and direction of Engineer-in-charge.Decorative finish (wood grained finish) 23 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes 24 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 25 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should besupplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 26 Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. 27 12 mm cement plaster of mix 1:4(1 cement: 4 coarse sand) 28 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge 29 Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. 30 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 31 Providing wall Putty on new surface with approved quality material of Berger/J.K./Birla or similar make 2 coats. 32 Applying priming coat: 13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 33 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. 34 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. 35 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. 36 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 : 11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent 37 Providing and laying Polished 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. 38 Providing and fixing Sadarali granniteGranite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. 39 Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. 40 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 41 Providing and fixing 1 st quality ceramic wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in white, cloudy or ordinary colors. tile size (200x300mm) as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3(1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 42 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm 43 Stone work (machine cut edges Veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately). Kota stone slabs exposed face dressed andrubbed. 25 mm thick 44 Supply and fixing of 15 mm thick well pour in situ system gets applied into layer, 1st layer is of black SBR having 9mm following by 6mm thick layer of EPDM granular through recommanded for jogging work includes supply and fixing along with cartage for leads and lifts as per site requuirement for complete finishing of work as per the direction of Engineer in charge 45 Supplying, filling, spreading & leveling gravels of size range 50 mm to 200 mm, in the recharge pit, over the existing layer ofStone boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 46 P/L Cement Stone Stamping of specified dia , shape and colour complete as per the drawings and the direction of engineer in charge(P/L Cobblestone With M-30 Grade of concrete With 100MM Thickness 1- M-25 Ultratech Décor With 280 kg of cement with 600 GMS Polypropylene Fibers with flyash Concrete. Thickness will be 75mm 2- Pattern : Roman Cobblestone and coloured texture as finalised and mentioned in image below 3- Ultratech concrete- Grade M-25 with Hardener and release mentioned as below: A) Option 1: Roman Coblestone4 - Including LDPE Sheets (90 Micron) and sealar including Laying Application Charges, water curing , groove cutting and filling with polysulphide sealant5- Selar applications (approx. 14 days after Concreting and Stamping) 47 Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings overed with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job.The barricading shall not be removed without prior approval of Engineerin- Charge.(Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). 48 Providing and laying at or near ground level factory made Kerb stone of M-25 grade cement concrete in position to the required line ,level and curvature jointed with cement mortar 1:3 (1 Cement: 3 Course sand ) Including making joints without groves ( thickness of joint except at sharp curve shall not more then 5mm ) including making dranage opening wherever required complete etc. as per direction of Engineer in charge (length of finished curve edging shall be measured for payment). (Precast CC Kerb stone shall be approved by Engineer - in -Charge). 49 Precasting and placing in position 125 mm dia Bollards 600 mm high ofrequired shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing. 50 Supply of steel bollard in position 125 mm dia Bollards 1200 mm high of required shape including all the ss fitting etc. 51 25mm wooden planking , tongued and grooved in flooring including fixing with iron screws complete with : Second class teakwood 52 Design, Supply Fabrication and installation of tensile membrane fabric type II-90252, 950 gsm, both side PVDF coat, Total Thickness- 0.72mm, Acoustic Performance-Weaking Index- 13dBA-ISO717-1, Light Transmission-5% UV Transmission 0%, with tensile strength 420/400 daN/5cm, tear strength 55/50 daN as per manufacturer"s specification and 15-year manufacturer warranty or equivalent. Flame Retardancy M2/NFP92-507, Including cutting, welding and cables, plates and necessary hardware for fixing the fabric as per approved shape. Membrane shall be cut and manufactured with high frequency PVC welding machine, cost of all materials complete as per directions. Quality in conformity with ISO9001, Environmental communication in conformity with ISO14021 53 Providing and fixing G.I. chain linkfencing of required width in mesh size 50x50 mm including strengtheing with 2mm dia wire or nut , bolts and washerd as required complete as per direction of Engineer-in-Charge.Made of G.I. wire of dia, 4mm , PVC coated to achieve outer dia not less then 5mm in required colour and shade 54 Supply and installation of Terracotta jaali 200x200x60mm, as per design & drawing given by architect. Item include cost ofinstallation on site. All work to be completed as per instruction of Site in charge. 55 Supply and fixing of 10mm multiwall clear Polycarbonate sheet, aluminium profile, aluminium L Angle, Screws, Sealants and fixing accessories 56 Garden BenchProviding total wt. 70-75 kgs;, Size5 ft length Garden Benches (70-75) kg cast iron with 7 tanks powder coating with 8nos fiber 4 mm thick strips with stainless steel nut bolts,seating material frames/ / patil -FRP (fiber rencorced Plastic) 57 Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of hollock wood in scantling of section 50X25 mm, fixed with nails and G.I wire on existing support complete as per direction of Engineer-in-charge 58 Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a“W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm characteristic opening size (090) of 110 micron and tensile strength of 8.0 KN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge. 59 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backingand the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - exposed face fine dressed with rough backing. 8.14.1.1 70 mm thick 60 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backingand the sides by means of cramps and pins which shall be paid for separately) :White sand stone - exposed face fine dressed with rough backing. 8.14.3.1 70 mm thick 61 Supply & Installation of 12 mm clear toughend glass + 1.52 clear PVB layer + 5 mm clear toughend glass s per design & drawing given by architect. 62 Supply and fixing of glass fibre reinforce concrete (GFRC) product in accordance with precast Institute USA manual 128 EDN4 confirming Jali in approved size pattern design thickness and colour made by MRC GRC are equivalentThe Jali should be made from 53 gradeWhitePortland cement manufactured by JK Cement are equivalent having minimum compressive strength of 40 N/Sqm quart line Silicon sand alkyle r esistance glass fibre manufactured by nippon or Saint Gobin or ownes corning or equivalents. superplasticizer and polymers manufactured byBAFS, Sikka MYK Schomburg or equivalent, the material casting should take place in synthetic rubber/FRPNoulc Mmanufactured by Reckli are equivalent the fixing of jaali shouldbe dry fixinf ie to bedone with GI fasteners ,das fasterners self screw and Pin on MS frame or wall/RCC(A) Providingand fixing free bola colum size 2175* 325 mm dia including loading unloading cartriage all complete as per designer approved by Consultant And Engineerin Charge. (B) Providing and fixing large free standing grc column size 500 mm* 450 mm *450 mm including loading unloading cartage are complete as per approved by Consultant And Engineer in charge (C)Providing and fixing grc Jali size L 4800 mm * w 2300* 75 mm border and 25 mm pattern thickness including loading unloading cartage all complete as per design approved by Consultant And Engineer incharge 63 Designing, fabricating, testing, installing and fixing in position CurtainWall with Aluminium Composite Panel Cladding, with open grooves forlinear as well as curvilinear portions of the building , for all heights andall levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats,weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. 64 Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200mm, as per drawing, all complete as per directions of Engineer-incharge. 65 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Gutter (600 mm over all girth) 66 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 67 Providing & fixing in position precast manhole cover and frame of required shape and approved quality. H D -20 Square shape 450mm internal dimensions 68 Supplying and laying of following size DWC HDPE pipe ISI Marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the trench, complete as required: 120mm (OD - 120mm & ID - 103.5 mm) 69 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250mm dia 70 Providing and fixing soil waste and vent pipes: 100mm diameter centrifugally cast (spun) iron S&S pipe as per IS:3989. 71 Providing and fixing plain bend of required degree: 100mm centrifugally cast (spun) iron S&S as per IS:3989. 72 Providing and fixing G.I. pipes complete with G.I. fittings and clamps including cutting and making good the walls etc., (Internal work) :32mm nominal bore 73 Providing and fixing G.I. pipes complete with G.I. fittings and clamps including cutting and making good the walls etc., (Internal work) : 50mm nominal bore 74 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality. 32mm diameter pipe 75 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality.50mm diameter pipe 76 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on Wall: 25 mm nominal outer dia Pipes 77 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on Wall: 32 mm nominal outer dia Pipes 78 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.: 15 mm nominal outer dia Pipes 79 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.20 mm nominal outer dia Pipes 80 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc. 25 mm nominal outer dia Pipes 81 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.32 mm nominal outer dia Pipes 82 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore. 83 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S (non modular) bricks of class designation 7.5 84 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 85 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 H D - 20Circular shape 560 mm internal diameter(For U G tanks) 86 Providing and fixing white vitreous China pedestal type water closet (European Type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P flush bend with fittings and C.I brackets, 40mm flush bend, overflow arrangement with special standard make and mosquito proof coupling of approvedmunicipal design complete including painting of fittings and brackets, cutting and making good the walls and floors where required. W.C pan with ISI marked white solid plastic seat and lid. 87 Providing and fixing wash basins with C.P. brass pillar tap, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls and floors where required.White Vitreous china Flat Back Wash basin of size 550 x 400mm with single 15mm C.P brass pillar taps. 88 Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. 89 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe 32 mm dia (for wash basin) 90 Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 91 Providing and fixing toilet paper holder.Vitreous China 92 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms 93 Providing and fixing C.P. brass long body bib cock of approved qualityconforming to IS standards and weighing not less than 690 gms.15 mm nominal bore 94 Providing and fixingC.P brass angle valve for basin mixer and geyser points of approved quality confirming to IS:8931: 15 mm nominal bore 95 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 96 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarsesand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150mm dia SW pipe 97 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 150 x 100mm size P-type With common burnt clay F.P.S. (non modular) bricks of class designation 150 98 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg): With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 99 Extra for depth for manholes:Size 90 x 80 cmWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 100 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 101 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. 102 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 103 Supply Providing and Fixing of wooden logs of 650mm dia 900kg/cum Teak Wood log Round as per direction of Engineer-in-Charge 104 Design, Supply, Fabrication and Installation of Membrane Panels. Fabric Makes- Serge Ferrari/Verseidag or Equivalent. Membrane shall be High Tenacity Polyester 1100 Dtex. multifilament Polyester with minimum Weight of 460 g/m2. The Fabric should have 50% openness -porosity for Maximum Light Visibility with minimum Tensile Strength (Warp/Weft) - 3000/ 3000 N/5cm, minimum Tear Strength (Warp/ Weft)-700/700 N/5 cm. Fabric Flame Retardancy Rating to be Euro Class - Bs2, do, Micro Organism Resistance and Warranty of 10 years. The design complies with the requirements of BS and, EU Standards. The tensioned membrane structure shall include engineering design of structural members and accessory parts. Membrane system shall include PVC/ PVDF coated Membrane Fabric, Wire Ropes and Cables, Shackles, Rigging Screws, Clamps and tensioning hardware as per specification, drawings and engineers approval. Vendor to provide OEM certificate for authorization. 105 tensile structure 106 Retro - reflectorised traffic sign as per IRC-67-2012providing and fixing of retro -reflectorised cautionary, mandatory and infomatory sign as per : 67-2012 made of high intensity grade sheeting type-4 vide clause 801.3, fuixied over alumiomium shitting 1.5mm thick supported on a mild steel angle iron post 75 mm x 75mm x 6mm firmly fixed to the ground by means of proparty designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm , 60cm below ground level as per apporved drawing.The Retro reflective Sheeting shall be tested for a certificateof having the sheeting tested for cofficient of retro reflection.day time and luminance,shrinkage, flexibilty, liner removal, adhesion, impact resistance spectular, gloss and fungus resistance, 3years outdoor weathering and its having passed these tests shall be obtain from international/Government laboratry/ Instiute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of prouduct by the manufacturer in aboard. Alternatively, a certificate confirming to ASTM Specification (D 4956-09) on artificial accelarated weathering requirements from a reputed laboratory in India can be accepedprovisionally. In such a situation the Employer/Clint, if sondesires could seek for a performance guarantee which would be relesed after receipt of certificate of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, Letters, numerals and border etc should be as per MORTH specification No-801.3.7 Proof of the same in from of government report shall be uploaded whilequoting tender (iv) 80mmX 60mm rectangular with deffination plate ( 20cm X 60cm) 107 Retro - reflectorised traffic sign as per IRC-67-2012providing and fixing of retro -reflectorised cautionary, mandatory and infomatory sign as per : 67-2012 made of high intensity grade sheeting type-4 vide clause 801.3, fuixied over alumiomium shitting 1.5mm thick supported on a mild steel angle iron post 75 mm x 75mm x 6mm firmly fixed to the ground by means of proparty designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm , 60cm below ground level as per apporved drawing.The Retro reflective Sheeting shall be tested for a certificateof having the sheeting tested for cofficient of retro reflection.day time and luminance,shrinkage, flexibilty, liner removal, adhesion, impact resistance spectular, gloss and fungus resistance, 3years outdoor weathering and its having passed these tests shall be obtain from international/Government laboratry/ Instiute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of prouduct by the manufacturer in aboard. Alternatively, a certificate confirming to ASTM Specification (D 4956-09) on artificial accelarated weathering requirements from a reputed laboratory in India can be accepedprovisionally. In such a situation the Employer/Clint, if sondesires could seek for a performance guarantee which would be relesed after receipt of certificate of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, Letters, numerals and border etc should be as per MORTH specification No-801.3.7 Proof of the same in from of government report shall be uploaded whilequoting tender (vi) 60mmX 60mm Square with deffination plate ( 20cm X 60cm) 108 Providing & fixing in position Phenol bonded Bamboo wood in wall skirting with planks of sizes 14mm thick, 1900mm length (minimum) and 85mm wide(minimum), in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & TechnologyPromotion Council (BMTPC). The skirting shall be fixed with SS screws &rawl plugs, over underlayment of 4mm thick, expanded polyethylene foam sheets having 40kg/cum density over prepared surface. The bamboowood planks shall have minimum density of 1000Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineerin-charge. 109 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameterand weighing not less than 440 grams. 110 Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms
|
