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Tender For Setting Up Of Mini Tea Processing Factory At Machmara Tea Estate Under Machmara Adc Village Of Pecharthal Rd Block Under Unakoti District(2Nd Call)), pecharthal-Tripura

Tripura Industrial Development Corporation Limited-TIDCL has published Tender For Setting Up Of Mini Tea Processing Factory At Machmara Tea Estate Under Machmara Adc Village Of Pecharthal Rd Block Under Unakoti District(2Nd Call)). Submission Date for this Tender is 21-02-2024. Building Work Tenders in pecharthal Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

41926324
Corrigendum : Tender For Setting Up Of Mini Tea Processing Factory At Machmara Tea Estate Under Machmara Adc Village Of Pecharthal Rd Block Under Unakoti District(2Nd Call))
Open Tender
Indian
Tripura
pecharthal
21-02-2024

Tender Details

Setting Up Of Mini Tea Processing Factory At Machmara Tea Estate Under Machmara Adc Village Of Pecharthal Rd Block Under Unakoti District(2Nd Call)) Setting Up Of Mini Tea Processing Factory At Machmara Tea Estate Under Machmara Adc Village Of Pecharthal Rd Block Under Unakoti District

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 03-Feb-2024 Fee related matter etc Other 21-02-2024

Key Value

Document Fees
INR 10000 /-
EMD
INR 104522.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Setting up of Mini Tea Processing Factory at Machmara Tea Estate under Machmara ADC village of Pecharthal RD Block under Unakoti District.
Sl. No. Item Description
1Earth work in surface excavation not exceeding 30 cm indepth but exceeding 1.5 m in width as well as 10 sqm onplan including disposal of excavated earth upto 50 m andlift upto 1.5 m, disposed soil to be levelled and neatlydressed:-All kinds of soi
2Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches ordrains (not exceeding 1.5 m in width or 10 sqm on plan)including dressing of sides and ramming of bottoms, liftupto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a leadof 50 m.-All kinds of soil side drain F1 + F2
3Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers notexceeding 20cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and liftupto 1.5 m.-All kinds of soil 2/3x 152.805cum=101.869cum
4Excavating, supplying and filling of local earth (includingroyalty) by mechanical transport upto a lead of 5 km alsoincluding ramming and watering of the earth in layers notexceeding 20 cm in trenches, plinth, sides of foundationetc. complete.
5Extra for additional lift of 1.5m or part thereof-All kinds of soil
6Supplying and filling in plinth, under floor, foundations etc.with sand (fine) from local quarry with all lifts includingspreading in horizontal layers, watering, grading torequired slope, ramming, consolidating and compactingeach layer by using plate compactor or by any suitablemethod complete.F1+F2+FLOOR
7Treatment of soil under plinth filling using chemicalemulsion @ one litre per hole, 300 mm apart includingdrilling 12 mm diameter holes and plugging with sandfilling:2.21.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
8Cement Concrete
9Providing and laying in position cement concrete ofspecified grade excluding the cost of centring andshuttering --All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded stoneaggregate 20 mm nominal size) PCC BELOW TIE F1 + F2 + FLOOR
10Providing and laying cement concrete in retainingwalls, return walls (any thick-ness) includingattached pilasters, columns, piers, abutmets, pillars,posts, struts, buttresses, string or lacing courses,parapets, coping bed blocks, anchor blocks, plainwindow sills, fillets, sunken floor etc. upto floor fivelevel, excluding the cost of centring shuttering andfinishing -1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
11Centering shuttering including struttings, proppingetc. and removal of form work for:
12Foundations, footings, bases for columns.F1+F2
13Making plinth protection 50mm thick of cementconcrete 1:3:6 (1 cement : 3 fine sand : 6 graded wellburnt brick aggregate 20 mm nominal size) over75mm bed of dry brick ballast 40mm nominal sizewell rammed and consolidated and grouted with fine sand including finishing the top smooth
14Retaining walls, return walls, walls (any thickness)including attached pilasters, but-tresses plinth andstring courses fillets etc.
15Reinforced cement concrete
16Providing and laying in position specified grade ofreinforced cement concrete excluding the cost ofcentring, shuttering, finishing and reinforcement--All work upto plinth level:1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size)
17Reinforced cement concrete work in walls (anythickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor fivelevel excluding cost of centring, shuttering, finishing and reinforcement- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
18Reinforced cement concrete work in beams, suspendedfloors, roofs having slope upto 15° landings, balconies,shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases upto floor five levelexcluding the cost of centring, shuttering, finishingand reinforcement- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size)
19Centering shuttering including struttings, propping etc. and removal of form work for
20Foundations, footings, bases for columns etc. for massconcrete with timber plank
21Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
22Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
23Columns, Pillars, Piers, Abutments, Posts and Struts withshuttering ply
24Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding allcomplete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or moreFooting 56.899 x85kg/cum=4836.415kg Beam 10.298 x180kg/cum=1853.64kg Floor & lintle17.419+1.956=19.375 x70kg/cum= 1356.25kgRoof =10.502 x120kg/cum=1260.24kg
25First class brick work in foundation and plinthincluding cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). side drain
26Half brick masonry work with first class bricks infoundation and plinth including cost of all materials asrequired complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ).
27First class brick work in superstructure above plinthlevel & upto floor-five level including cost of allmaterials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).pherifery wall
28Half brick masonry work with first class bricks insuperstructure upto floor five level including cost ofall materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
29Supplying and fixing rolling shutters of approved make,made of required size M.S. laths interlocked togetherthrough their entire length and jointed together at theend by end locks mounted on specially designed pipeshaft with brackets, side guides and arrangements forinside and outside locking with push and pull operationcomplete including the cost of providing and fixing necessary 275mm long wire springs grade No.2 and M.S.top cover of required thickness for rolling shutters &with handles, hold fast including embedding in cementconcrete of required grade required for fixing in position,all necessary fittings, including applying of approvedsteel primer etc. complete as required:80x0.90 mm M.S. laths with 0.90 mm thick top cover.
30Extra for providing & fixing mechanical device chain andcrank operation for operating rolling shutters ofapproved make complete as required:-9.8.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area.
31Providing, fabricating, transporting, assembling anderection in position of Steel members for steel colunms,built up beams using structural tubular sections (round,square or rectangular hollow tubes etc. confirming to IS4923 / IS 1161, Yield strength 310 MPa as per latest IS Code)to the required profile & shape as called for as per thedrawing & specifications and of approved make including the shear connectors /studs and fusion weld to top ofhorizontal member. This item also includes prepration ofshop drawings and theirapproval, necessary templates,adequate temporary supports, scaffolding & staging, allcutting, grinding, sliding & all labour tools, plants &equipments & operations etc. required to complete the jobas per drawing & specification. Every precaution to be takento prevent rusting of sections. This item also includes alltest on materials & welded fabricated parts as perspecification and direction of Engineer - in - ChargeTemporary bolts & nuts ( grade EN 8 ) to be used duringassembling & shall be removed before site erection. All siteerection bolts shall be HSFG type only. The item to includecost of sand blasting on materials, application of primer andepoxy paint in internal & external in fabrication shop &final painting on site including all touch up works aftererectionas per technical specification.
32Scope of work includes: i) Design & fabrication of any additional temporary structureincluding all type of lifting brackets, supporting brackets ,which will be required for transportion & erection in position / launching offabrication part or complete element in position.ii) Making provision & arrangement for required opening / inserts forfixing lights fixtures & funning cable conduits.iii) All incidentials labour, equipement & plants required to execute &complete the job from fabrication to erection at final position as perdrawing, specification & direction of Engineer - in -Charge.iv) Cleaning & removing of all spoil, temporary arrangementa forcasting of deck slab/roofing.v) All safety measures required to execute & complete the work.vi) Procurement of all materials from approved manufactures &fabrication. Complete methodology for structural steel work, Nameof workshop for fabrication works, Testing facilities & erectionprocedures etc.to be intimated for approval of Engineer - in - Charge.vii) The provision of temporary bearing / sand jacks for supportingsteel members during erection.viii) Provision of stability during erection against wind load or any other type of loading on structural steel members during erection.ix) Measurement shall be only for structural steel which is erected &is part of permanent structure & paid as per approved shop drawings.All wastages, temporary works, Jigs, temporary assembly bolts etc.are deemed to be included in rates. No allowence or increse in weightfor welding , nuts & bolts etc will be applicable.
33Providing testing & tigthtening of high strength frictiongrip bolts (HSFG bolts ) of class / grade EN 8 up to proofload as per IS 4000, including required threading, using automatic calibrated torque wrench at all locations & allheights and their compitable nuts & washers all completerequired to execute the job. All HSFG bolts, nuts &washers confirming to IS 1367, IS 6610 & IS 4000 shall beused. The measurement shall be made for completeassembly of bolt, nut & compitable washers used inpermanent works.
34Steel work welded in built up section/framed workincluding cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer usingsteel etc. complete as required:-In stringers, treads, landing etc. of stair cases including useof chequered plate wherever required, all complete.
35Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
36Providing and fixing M.S. round holding down bolts withnuts and wahser plates complete as per standard design.
37Providing and fixing in position 1mm thick M.S. sheetsliding-shutters with frame and diagonal braces of40x40x6mm angle iron and 3mm M.S. gusset plates at thejunction and corners 25mm dia pulley, 40x40x6mmangle and T-iron guide sufficiently long at the top andbottom respectively, channels & with bolts, nuts, rivets,locking arrangement, stoppers, handles, hold fastincluding embedding in cement concrete of requiredgrade for fixing in position, all necessary fittings,including applying a priming coat of approved steelprimer etc. complete as required.
38Providing and fixing angle iron frames for doors,windows and ventilators of mild steel Angle sections ofsize 35x35x5 mm, joints mitred and welded by angle iron35x35x5 mm or 35x 5 mm flat pieces to the existing Tironframe or to the wall with dash fastener, includingfixing of necessary butt hinges and screws and applyinga priming coat of approved steel primer, all complete as per the direction of Engineer-in-Charge. Ventilators 21x 1.50x0.60= 15kg /sqm
39Supply & installation of pre-painted Galvalume sheetsfor roofing/cladding (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) in550mpa steel grade, made out of Cold Rolled Steelcoated with Zinc-Aluminium alloy coating of 43.5% Zn,55% Al and 1.5% Silicon confirming to ASTMA792/A792M and AS1397, Alloy coating AZ150/AZ70,colour coated with high quality Polyester coating, topcoated of modified polyester of 20 micron, back sidecoat of 5 micron, having epoxy primer coat of 5 micronon both side. Sheet should have protective guard filmof 25 microns minimum to avoid scratches whiletransportation and should be supplied in singlelength upto 12 metre or as desired by Engineer-incharge.The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55mm) with EPDMwashers filled with white lead complete upto anypitch in horizontal/ vertical or curved surfacesexcluding the cost of purlins, rafters and trusses andincluding cutting to size and shape wherever required.0.45mm thickness
40Supply & installation of pre-painted Galvalume sheetsroofing accessories in 550mpa steel steel grade, madeout of Cold rolled steel coated with Zinc-Aluminiumalloy coating of 43.5% Zn, 55% Al and 1.5% Siliconconfirming to AASTM A792/A792M and AS1397, Alloycoating AZ150/AZ70, colour coated with high qualitypolyester coating, top coated of modified polyester of20 micron, back side coat of 5 micron, having epoxyprimer coat of 5 micron on both side. Sheet should haveprotective guard film of 25 microns minimum toavoid scratches while transportation. Sheet shouldhave protective guard film of 25 microns minimumto avoid scratches while transportation. The sheetshall be fixed using self drilling /self tapping screwswith EPDM washers complete forRidges/ Valley/ Gutter/Flashing of width 610mm: 0.45mm thickness
41Providing & fixing UV stabilised fiberglassreinforced plastic sheet roofing up to any pitchincluding fixing with polymer coated "J" or "L" hooks,bolts & nuts 8mm dia. G.I plain/bitumen washerscomplete but excluding the cost of purlins, rafters,trusses etc. The sheets shall be manufactured out of2400 TEX panel rovigs incorporating minimum 0.3%Ultra-violet stabiliser in resin system underapproximately 2400 psi and hot cured. They shall be ofuniform pigmentation and thickness without airpockets and shall conform to IS 10192 and IS12866.The sheets shall be opaque or translucent, clearor pigmented, textured or smooth as specified. 11.12.12mm thick corrugated (2.5" or 4.2" or 6") or step-down(2"or 3"or 6") as specified
42Providing and fixing false ceiling at all height includingproviding and fixing of frame work made of specialsections, power pressed from M.S. sheets and galvanizedwith zinc coating of 120 gms/sqm (both side inclusive)as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and37mm, at 1200 mm centre to centre, one flange fixed tothe ceiling with dash fastener 12.5 mm dia x 50mm longwith 6mm dia bolts, other flange of cleat fixed to theangle hangers of 25x10x0.50 mm of required lengthwith nuts & bolts of required size and other end of anglehanger fixed with intermediate G.I. channels 45x15x0.9mm running at the spacing of 1200 mm centre to centre,to which the ceiling section 0.5 mm thick bottom wedgeof 80 mm with tapered flanges of 26 mm each havinglips of 10.5 mm, at 450 mm centre to centre, shall befixed in a direction erpendicular to G.I. intermediatechannel with connecting clips made out of 2.64 mm diax 230 mm long G.I. wire at every junction, includingfixing perimeter channels 0.5 mm thick 27 mm highhaving flanges of 20 mm and 30 mm long, the perimeterof ceiling fixed to wall/partition with the help of rawlplugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsumboard to ceiling section and perimeter channel with thehelp of dry wall screws of size 3.5 x 25 mm at 230 mmc/c, including jointing and finishing to a flush finish oftapered and square edges of the board with recommended jointing compound of joint and two coats of primer su,i tjoabinletinfogr tbapoaersd ,, all asper manufacturer"s specification and also including thecost of making openings for light fittings, grills,diffusers, cutouts made with frame of perimeterchannels suitably fixed, all complete as per drawings,specification and direction of the Engineer in Charge butexcluding the cost of painting with :
43Providing and laying cement concrete 1:2:4 (1 cement : 2fine sand : 4 graded stone aggregate) flooring finished with a floating coat of neat cement including cementslurry, rounding of edges and strips etc. complete.40 mm thick with 20 mm stone aggregate
44Providing and laying ceramic floor tiles in different sizes(thickness to be specified by the manufacturer) of 1stquality conforming to IS : 15622 - 2017 of approvedmake in colours such as White, Ivory, Grey, Fume RedBrown, laid over 20 mm thick cement mortar 1:4 (1cement : 4 fine sand), Jointing with grey cement slurry @3.3 kg/sqm including pointing the joints with whitecement and matching pigment etc. complete.Anti-Skid Tiles cramic Tiles 1st quality 300 x 300mm in all shades and designs
45Providing and fixing 1st quality ceramic glazed wall tiles(minimum 200 x 300) conforming to IS : 15622 - 2017(thickness to be specified by the manufacturer) ofapproved make in all colours, shades of any size asapproved by Engineer-in-charge in skirting, risers ofsteps and dados, laid over 12 mm thick bed of cementmortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with whitecement mixed with pigment of atching shade complete.
46Finishing work 12 mm cement plaster of mixCement mortar 1:4 (1 cement : 4 fine sand) partion wall, pherifery wall inside, drain
4715 mm cement plaster on the rough side of single orhalf brick wall of mix:Cement mortar 1:4 (1 cement : 4 fine sand) , wall out side, partion wall
48Neat cement punning.
49Providing and applying white cement based putty ofaverage thickness 1 mm, of approved brand andmanufacturer, over the plastered wall surface to preparethe surface even and smooth complete.
50Distempering with oil bound washable distemper ofapproved brand and manufacture to give an even shade[Payment shall be made after submission of TestCertificate issued by the Manufacturer] :12.24.1 New work ( two or more coats) over and including waterthinnable priming coat with cement primer.
51Finishing walls with acrylic smooth exterior paint ofrequired shade of approved brand and manufacture [Payment shall be made after submission of TestCertificate issued by the Manufacturer] :12.30.1 New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primerapplied @ 2.20 kg/10 sqm)
52Painting with synthetic enamel paint of approved brandand manufacture to give an even shade [Payment shallbe made after submission of Test Certificate issued bythe Manufacturer]:Two or more coats on new work
53Designing, fabricating, testing, installing and fixing inposition Curtain Wall with Aluminium Composite PanelCladding, with open grooves for linear as well ascurvilinear portions of the building , for all heights andall levels etc. including: (a) Structural analysis & design and preparation of shopdrawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertightincluding checking of all the structural and functionaldesign. (b) Providing, fabricating and supplying and fixing panelsof aluminium composite panel cladding in pan shape inmetalic colour of approved shades made out of aluminium composite panel material of approved thickness andspecification. The aluminium composite panel claddingsheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approvedcolour and shade on face # 1 and polymer (Service) coatingon face # 2 as specified using stainless steel screws, nuts,bolts, washers, cleats, weather silicone sealant, backer rodsetc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MSwith Hot Dip Galvanised with serrations and serratedwashers to arrest the wind load movement, fasteners, SS316 Pins and anchor bolts of approved make in SS 316,Nylon separators to prevent bi-metallic contacts allcomplete required to perform as per specification anddrawing The item includes cost of all material & labourcomponent, the cost of all mock ups at site, cost of allsamples of the individual components for testing in an approved laboratory, field tests on the assembled workingcurtain wall with aluminium composite panel cladding,cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of thebuilding for occupation. Base frame work for ACP claddingis payable under the relevant aluminium item.s TheContractor shall provide curtain wall with aluminiumcomposite panel cladding, having all the performance characteristics all complete , as per the Architecturaldrawings, as per item description, as specified, as per theapproved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual areaon the external face of the curtain wall with AluminumComposite Panel Cladding (including width of groove) shallbe measured in sqm. up to two decimal places."
54Aluminium Composite Panels of 4mm total thickness withTop coil – 0.50mm AA3003 / AA3105 / AA5005 Grademanufactured as per IS-737 1986, FR Grade Class B1 with3mm Mineral Core with minimum 70-72% Inorganiccontent (Aluminium Hydroxide and Magnesium Hydroxide)28-30% Organic content (LDPE) conforming to ASTM E-119-16,18 and EN 13501-1, class B1,and Bottom coil – 0.50mmAA3003 / AA3105 / AA5005 Grade, anufactured as per IS-737 1986 with minimum 25 microns lead free PVDFCoating conforming to AAMA2605 on top coil and Servicecoating on Back Coil (4 - 6 microns) having minimum panelweight of 7.5 Kg/m2
55Providing and fixing aluminium work for doors,windows, ventilators and partitions with extruded builtup standard tubular sections/ appropriate Z sectionsand other sections of approved make conforming toIS: 733 and IS : 1285, fixing with dash fasteners ofrequired dia and size, including necessary filling up ofgaps at junctions, i.e. at top, bottom and sides withrequired EPDM rubber/neoprene gasket etc. Aluminiumsections shall be smooth, rust free, straight, mitred andjointed mechanically wherever required including cleatangle, aluminium snap beading for glazing / paneling,C.P. brass / stainless steel screws, all complete as perarchitectural drawing and the directionof Engineer in charge.(Glazing and paneling and dashfasteners to be paid for separately) :-
56For fixed portion of approved quality:- Anodised aluminium (anodised transparent or dyed torequired shade according to IS: 1868, Minimum anodic coating of grade AC 15).
57For shutters of doors, windows & ventilators includingproviding and fixing hinges / pivots and makingprovision for fixing fittings wherever required includingthe cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately ):-Polyester powder coated aluminium ( minimum thicknessof polyester powder coating of 50 micron ). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
58Providing and fixing bright finished brass hangingtype floor door stopper with necessary screws, etc.complete.
59Providing and fixing aluminium sliding door bolts ISImarked anodised (anodic coating not less than gradeAC 10 as per IS : 1868) transparent or dyed torequired colour or shade with nuts and screws etc.complete :300x16 mm
60Providing and fixing chromium plated brass handles with necessary screws etc. complete :125 mm
61Providing and fixing bright finished brass night latchincluding necessary screws etc. complete (best makeof approved quality).
62Providing and fixing IS : 3564 marked aluminiumextruded section body tubular type universalhydraulic door closer with double speed adjustmentwith necessary accessories and screws etc. complete.
63Providing and fixing 12 mm thick prelaminated threelayer medium density (exterior grade ) particle boardgrade-I, type II conforming to IS : 12823 bonded withphenol formaldehyde synthetic resin, of approved brandand manufacture in panelling fixed in aluminium doors,windows, shutters and partition frames with C.P. brass /stainless steel screws all complete as per architectural drawing and the direction of Engineer-in-charge :- Prelaminated particle board of approved quality with decorative lamination on both side.
64Providing and fixing glazing of approved quality inaluminium doors, windows, ventilator, shutters andpartition etc. with EPDM rubber / neoprene gasket etc.complete as per architectural drawing and the directionof Engineer-in-charge (Cost of snap beading shall be paidin basic item) :- With float glass panes With float glass panes of 5.5 mm thickness ( weight not less than 13.50 kg / sqm )
65Providing and fixing on wall face unplasticisedRigid PVC rain water pipes (working pressure 4kg/cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382leaving 10 mm gap for thermal expansion:
66Single socketed pipe - 75 mm OD
67Single socketed pipe - 110 mm OD
68Providing and fixing on wall face unplasticised - PVCmoulded fittings/ accessories for unplasticised RigidPVC rain water pipes conforming to IS : 13592 Type-Aincluding jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansio
69Coupler 75 mm
70Coupler 110 mm
71Single equal tee without door 75x75x75 mm
72Single equal tee without door 110x110x110mm
73Single equal tee with door 75x75x75 mm
74Single equal tee with door 110x110x110mm
75Bend 87.5° 75mm
76Bend 87.5° 110 mm
77Providing and fixing unplasticised -PVC pipe clips ofapproved design to unplasticised - PVC rain waterpipes by means of 50x50x50mm hard wood plugs,screwed with M.S. screws of required lengthincluding cutting brick work and fixing with cementmortar 1 : 4 (1cement : 4 fine sand) making good thewall etc. complete.
7875mm
79110mm
80Providing and fixing to the inlet mouth of rain water pipe PTMT grating with thickness of 8mm and weighing not less than 100gm. complete.
8175mm
82110mm
83Providing and fixing M.S. grills of required pattern inframes of windows etc. with M.S. flats, square orround bars etc. all complete.Fixed to openings /wooden frames with rawl plugsscrews etc.
84Providing & fitting fixing in positionsteel decking sheet materialsGICC,GLCC,GI,GLTensile strength 240 Mpato 350Mpa thickness 0.60to 2mm coating 70GSM to 550GSM color coating SMP,PVDF,RMP,EXOXySDP,AND HDF etc. all complete as per the direction of Engineer-in-Charge.complete. 1.00mm thckness 10.71 kg/sqm for belowslab area
85Electrical Work
86Supplying Installation testing & comissoning of Distribution Transformer : 3Ø 200 KVA Delta-Star (DYN11)11/0.433 KV,Frequency OIL COOLED/ ONAN,Off load,Aluminium wound ,as per BIS level-2
87Supplying & fixing of Lightining Arrester :9 Kv, 5 KA Metal Oxide Lightning Arresters (discharge class shall be 3 as per. IS-3070 part-II) as per relevant standard, one number per phase shall be fitted
88Supplying,Installation & Testing of Poles & its supporting Accessries
89PSC Poles 9.75 Mtrs
90Supplying of 11KV Pin Insulator(Poly)with G.I. pin,bolts & nuts coach screw ets. As required & as directed by the department.
91Supplying of 11KV Disc Insulator(Poly) 45 KN with hard wire fitting etc. as required directed by the department
9211KV, 150 Amp D.O. fuse set complete as required & as directed by the department.
93Fitting & fixing for weasel at pole (PG clamp) complete as required and as directed by the department.
94H.T. stay set complete (Galvanized) with 19 mm dia x 1.8 m long stay rod anchor plat of size 30cm x 30cm x 6.4mm, thimble stay clamps,turns buckle(19mm x 60cm) 7/3.15 mm dia G.I stay wire
9515/6 Amp aerial fuse complete as required and as directed by the department
9611 KV 400 Amp Gang operated switch with all accessories complete as required and as directed by the department.
97H.T. Danger Plate complete as required and as directed by the department.
98Main MCCB with Rated Current & Breaking Capacity
99Rated 320 Amp, Breaking Capacity 36 KA 4 Poles MCCB (Moulded Case Circuit breaker)
100Rated 250 Amp, Breaking Capacity 36 KA 4 Poles MCCB (Moulded Case Circuit breaker)
101X installation & erection
102MCCB/TPN/MCB/CONT/OLR For CTC & CFM-65 HP (48.49 KW)
103MCCB (Moulded Case Circuit Breaker) 4P- 200 Amp
104TPN Switch - 250 Amp
105MCB (Miniature Circuit Breaker) TP-6 Amp
106CONT (Contactor)3 polewith 1NO+1NC Aux. Contact. 18 Amp/LCID 18
107CONT (Contactor)3 polewith 1NO+1NC Aux. Contact. 22 Amp/LCID 25
108CONT (Contactor)3 polewith 1NO+1NC Aux. Contact. 40 Amp/LCID 40
109OLR (Overload Relays) 3.5 Amp - 5 Amp/4-6 LRD10
110OLR (Overload Relays) 11 Amp - 15 Amp/9-13 LRD 16
111OLR (Overload Relays)5.3 Amp - 8 Amp/5.5-8 LRD 12
112V installation and erection
113MCCB/TPN/MCB/CONT/OLR For Dryer-39 HP (29.09 KW)
114MCCB (Moulded Case Circuit Breaker) 4P- 100 Amp
115TPN Switch - 100 Amp
116MCB (Miniature Circuit Breaker) TP-63 Amp
117CONT. (CONTACTORS) 18 Amp/LCID 18
118CONT. (CONTACTORS) 22 Amp/LCID 25
119CONT. (CONTACTORS) 40 Amp/LCID 40
120OLR (Overload Relays) 18 Amp - 25 Amp/16-24 LRD22
121OLR (Overload Relays) 7 Amp - 10 Amp/7-10 LRD 14
122OLR (Overload Relays) 5.5 Amp - 9 Amp/5.5 -8 LRD 12
123Zinstallation & erection
124MCCB/TPN/MCB/CONT/OLR For Sorting-20 HP (14.92 KW)
125MCCB(Moulded Case Circuit Breaker)4P-100 Amp
126TPN Switch - 100 Amp
127MCB (Miniature Circuit Breaker) TP-16 Amp
128CONT (Contactor) - 18 Amp
129OLR (Overload Relays) 4.5 Amp - 6.3 Amp
130OLR (Overload Relays)4.5 Amp - 5.2 Amp
131W installation and erection
132MCCB/TPN/MCB/CONT/OLR For Withering Trough & Monorail-17 HP (12.682 KW)
133MCCB(Moulded Case Circuit Breaker)4P-100 Amp
134TPN Switch - 100 Amp
135MCB (Miniature Circuit Breaker) TP-6 Amp
136CONTACTORS (CONT) CONT (Contactor) - 18 Amp
137CONT (Contactor) - 22 Amp/LCID 25
138OLR (Overload Relays) OLR 3.5 Amp - 6 Amp/4-6A LRD10
139OLR (Overload Relays) OLR1.8Amp - 2.5 Amp/1.6-2.5A LRD07
140V installation and erection
141MCCB/TPN/MCB/CONT/OLR For Factory Lighting 4.02 HP (3.00 KW)
142MCCB(Moulded Case Circuit Breaker)4P-125 Amp
143TPN Switch - 200 Amp
144MCB (Miniature Circuit Breaker) TP-16 Amp
145CONT (Contactor) - 18 Amp
146OLR4.5 Amp - 6.3 Amp/4-6 A LRD10
147U installation and erection
148Supplyingof Air/Water Cooled DG Set (Diesel Generator)125 KVA 3-Phase Approx size (3200 x1300x1805 mm) ,220/415V
149installation, Testing and commissioning
150Supply of LT Power Cables with Copper Armoured
1513.5 Core X 150 SQ. mm PVC sheathed Armoured cable
1523.5 Core X 185 SQ. mm PVC sheathed Armoured cable
1533.5 Core X 35 SQ. mm PVC sheathed Armoured cable
1544 Core X 10 SQ. mm Aluminium Armoured
155T installation & erection
156Supply & erection of Capacitor Bank & its using MCB with All acessories as specified & directed by the deptt.: 125 Amp, 4P MCB-2 nos/10 KVAR-2 nos/20KVAR-3 nos.
157Supply & installation of Plate Earthing Materials
158G.I. Pipe (Perforated 40 mm dia & 3.00 Meter long ) heavy duty G.I. with necessary fitting such as Socket,Tee,elbow,nipple and 65 mm x50 mmG.I. reducing socket for funnel including locking arrangement 300 mmx300 mmx 6mm hinged cover C.I. earth plate complete with digging of earth pit,construction of brick chamber and plastering of both inner & outer surface of wall as specified and directed by the department.
159Copper Plate (size 600 mm x 600 mm x 3 mm) with necessary Accessories such as Socket,Tee,elbow,nipple etc.
160Materials are using for earthing like 5kg Salt & 64 Kg Charcols in pipe earthing to provide low impedance ground.
161Copper strip (size 25x4 mm ) with all accessories like Brass nuts & bolts,screwa etc including soldering,reventing & making necessary connection etc.
162Wiring of Light/Fan/Call bell point with PVC insulated unsheathed Industrial (Multistrand)cable FR IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts..
163Medium point up to 6 Mtrs length
164Long point up to 10 Mtrs Length
165Supplying including installation,connection as aproved by the Dept.,testing and comissioning of JET MONOBLOCK PUMP SET Complete as directed and specified by the deptt.
1661 HP single phase jet monoblock two stage pump set 2900 rpm with DOL starter.
1672 HP single phase jet monoblock two stage pump set 2900 rpm with DOL starter.
168Supplying and fixing of thermoplastic cable junction box with connectors suitable for following sizes cable : -Cable size 6 sq.mm
169Supplying fitting & comissioning of panel board as specified and directed by the deptt.
170Feeder Pillar Panel board
171Main Panel board
172CTC Panel board
173Capacitor Panel board
174Sorting Panel board
175VFD Dryer Panel board
176Weithering Trough & Monrail Panel board
177CFM Panel board
178Supply & Laying of following size PVC/XLPE insulated and PVC sheathed Copper Conductor Armoured Cable-2XWY/2XFY
1793 Core X 4 sq.mm Copper armoured U.G. Cable
1803 Core X 6 sq.mm Copper armoured U.G. Cable
1813 Core X 10 sq.mm Copper armoured U.G. Cable
1823.5 Core x 50 sq.mm Copper armoured U.G. Cable
1833.5 Core x 95 sq.mm Copper armoured U.G. Cable
1843.5 Core x 300 sq.mm Copper armoured U.G. Cable
185Miscleneous items (finishing items like wall putty/ Tap/paint/Extra bolt & screws etc.)
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