Tender For Conservation, Structural Restoration And Renovation Of Town Hall (Municipal Corporation Headquarters) Construction Work In Nagar Nigam Prayagraj - Dismantling Work 2 Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including St, Prayagraj-Uttar Pradesh

TDR : 49589753

Tender Notice
Corrigendum Details
BOQ

Expired

Prayagraj , Uttar Pradesh

Tender Brief : Corrigendum : Tender For Conservation, Structural Restoration And Renovation Of Town Hall (Municipal Corporation Headquarters) Construction Work In Nagar Nigam Prayagraj - Dismantling Work 2 Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including St

Document Fees
₹ 11800 /-

EMD
₹ 2978000.0 /-

Tender Value
₹ 14.88 Crore /-

Submission Date
02-07-2025

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	01-07-2025	EMD AND TENDER COST	Fee	02-07-2025
2	28-06-2025	terms and condition	Other	02-07-2025

Name of Work: Nagar Nigam Prayagraj mein Town Hall ki conservation, structural restoration evam renovation (Nagar Nigam mukhyalay) ka nirman karya.

Sl. No.	Item Description
1	Dismantling Work
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	Dismantling stone slab flooring laid in cement mortar includingstackingofserviceablematerial anddisposal ofunserviceable material within 50 metres lead.
4	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (including equivalent design mix
5	DemolishingR.C.C.workmanually/bymechanicalmeansincluding stacking of steel bars anddisposal ofunserviceable material within 50 metres lead as per direction of Engineer - in- charge.
6	Carefulremovalofexistingdeteriorated/damaged/weatheredlimeplaster without damaging the surface below it.
7	Demolishing brick work manually/ by mechanical means including stackingofserviceablematerial anddisposal ofunserviceable material within 50 metres lead as per direction of Engineer-in-charge In cement mortar
8	Dismantlingdoors,windowsandclerestorywindows(steelorwood) shutterincludingchowkhats,architrave,holdfastsetc.completeand stacking within 50 metres lead :Of area 3 sq. metres and below
9	Dismantling steel work in built up sections in angles, tees, flats and channelsincludingall gussetplates,bolts,nuts, cuttingrivets, welding etc. including dismembering and stacking within 50 metres lead.
10	Removing white or color wash by scrapping and sand paperingwithout causing damage to the below stone/brick/plastered surface.and preparing the surface smooth including necessary repairs to scratches etc.complete.
11	Removalofalloldplumbing Internal&ExternalPipeincludingwc, washbasin, taps etc. from toilet & stacking servicealble materials within50 M lead.
12	Removal of all Electrical Work(internal & external) including Switches & Wire and cables stacking servicealble materials within 50 M lead.
13	Removal of stains, dirt, blackening and other contaminants from Stone by using the solution of Non Ionic soapdilutedwithwater .The soap solution should be mild and the recommeded PH Value is 7.
14	Cleaning of enamel/modern/synthetic paint with help of suitable chemical
15	Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazingandfalseceilingincludingdisposalofunserviceablematerial andstacking of serviceable material with in 50meters leadas directed by Engineer-in-charge.
16	Dismantling roofing including ridges, hips, valleys and gutters etc., andstacking the material within 50 metres lead of:G.S. Sheet
17	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloadingtoapprovedmunicipaldumpinggroundorasapprovedby Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Distance upto 25 km
18	Proposal Work
19	Providing and laying lime concrete in footings and bases excluding cost of centring and shuttering With graded stone aggregate 40mm nominal size and mortar comprising of 1 lime putty :1 surkhi : 1 coarse sand
20	Providing and fixing Grouting Material with Lime mortar 1:2 (1 Lime :2 Coarsesand) cost of required centering complete.
21	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
22	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stoneaggregate 40 mm nominal size)
23	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1cement : 6 coarse sand)
24	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarsesand)
25	Brick work in gauged arches in superstructure above plinth level and upto floor five level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering and shuttering complete, for span up to 6 meters with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5.
26	Jack arch roof in Brick Work 1:3 (1 cement :3 Coarse sand ) centering & shuttering includingall necessary T&P all complete in direction ofengineer in charge
27	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floorV level. Cement mortar 1:3 (1 cement :3 coarse sand)
28	Traditional brick masonry in Modular traditional bricks in lime mortarin proportion similar to the existing traditional lime mortar 1:1:1 (lime :1 surkhi: 1 finesand)
29	Traditional Brick work in plainarches in lime mortar 1:1:1 (1 lime : 1 coarse sand: 1surkhi)
30	Providing and laying in position ready mixed or site batched design mix cementconcreteforreinforcedcementconcretework;usingcoarse aggregateandfineaggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortlandSlagcement,admixturesin recommended proportions as per IS: 9103 to accelerate / retard setting ofconcrete,toimprovedurabilityandworkabilitywithoutimpairing strength; including pumping of concrete to site of laying,curing, carriageforallleads;butexcludingthecostofcentering,shuttering, finishingandreinforcementasperdirectionoftheengineer-in-charge; for thefollowinggradesofconcrete.Note:Extracementupto10%ofthe minimumspecifiedcementcontentindesignmixshallbepayable separately. In case the cement content in design mix is more than 110% ofthespecifiedminimumcementcontent,thecontractorshallhave discretion to either re-design the mixor bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum
31	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more
32	Centering and shuttering including strutting, propping etc. and removalof form for
33	Foundations, footings, bases of columns, etc. for massconcrete
34	Suspended floors, roofs, landings, balconies and accessplatform
35	Lintels, beams, plinth beams, girders, bressumers andcantilevers
36	Columns, Pillars, Piers, Abutments, Posts and Struts
37	Preparation the surface and application:-a Through cleaning of the grease residuces dishuttering agent, dust, loose materials etc from the surface.b Loose particle should be cleaned from existing cavities in the concrete.c Existing construction joint should be opened in a “V” shape towards the inside, along their entire length, at a depth of 5mm andProviding & lying waterproofing treatment on Roof by by way of limemortar for restoration and waterproofing work:-a) Undulation/pit on the surface will be repaired by Doncrete LM.(Lime basedmortar) b)Aftersurfacepreparation,applytwocoatsprimer Doncrete-MB (Methyl based bonding agent) mixing with Doncrete Lm mixing ratio 1Kg Doncrete MB: 1Kg Doncrete LM @300-400gm per m² per coat.
38	Providing&layingDoncreteLM(LimeMortarforrestorationand building work) conforming to BS:EN:459-1,2, @25 mm thick.Mechanical characteristics :-Compressive strength 2,0 MPa (minimum)7 days 5,1 MPa (medium) Compressive strength 5 MPa (minimum) 28 days 8,1 (medium) Compressive strength 10 MPa (minimum)90 days 11,5 MPa (medium) Compressive strength 12 MPa (minimum) 180 days 13,2 MPa (medium)Copilliary Water Absorption (m²) < 1.0Expansion 0,83 kg/dm³(Make Doncrete/ Dr. Fixit/ Sikka)
39	30‐40mm lime plaster in two coats with 20mm base coat in lime mortar1:1:1(1lime: 1Surkhi :1CoarseSand) andtopcoatinlime mortar 1:1:1 (1 lime : 1 Surkhi :1 Fine Sand)
40	Lime concrete terracing on roofswith 25mmnominal size brick aggregate and 50% lime mortar 1:2 (1 Slaked lime : 2 surkhi) rammed and finished with gur and belgiri treatment complete including rounding of junctions with parpaet wall complete
41	Providing and fixing chicken wire mesh (6mm x 6mm) of 24 gauge 200 mm wide along the joints of R.C.C. work and brick work with hooks/nails etc. complete so as to receiving the plastering work over chicken mesh as per the direction of Engineer‐in‐charge.
42	Lime plaster 1:1:1 (1 slakedlime:1 surkhi: 1 fine sand) 20mmThickDouble Coat
43	Raking out the joints of brick masonary, scooping out dead and decayed mortar very slowly and carfully with scooping rods, then washing complete with hand spray pump. Preparing the surface for replastering including disposal of rubbish with 250m lead
44	40 mm thick rubbed stone flooring over 20 mm (average) thick base of limemortar1:3(1lime:3coarsesand)withjoints3mmthick,side butteredwithlimemortar1:2(1lime:2stonedust)admixedwith pigmenttomatchtheshadeofstoneandpointingwithsamemortar Chunar Sand stone
45	50 mm thick rubbed stone flooring over 20 mm (average) thick base of limemortar1:3(1lime:3coarsesand)withjoints3mmthick,side butteredwithlimemortar1:2(1lime:2stonedust)admixedwith pigmenttomatchtheshadeofstoneandpointingwithsamemortar Chunar Sand stone
46	Providing and laying Vitrified tiles in floor in different sizes (thickness tobespecifiedbythemanufacturer)withwaterabsorptionlessthan 0.08% and conforming to IS:15622, of approved brand & manufacturer, inallcoloursandshade,laidon20mmthickcementmortar1:4(1 cement: 4coarsesand)[email protected]/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only .Laying oftiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently andeasily.GlazedVitrifiedtilesMatt/Antiskid finishofSizeofTile 600 x 600 mm
47	Providing and laying Vitrified tiles in floor in different sizes (thickness tobespecifiedbythemanufacturer)withwaterabsorptionlessthan 0.08% and conforming to IS:15622, of approved brand & manufacturer, inallcoloursandshade,laidon20mmthickcementmortar1:4(1 cement: 4coarsesand)[email protected]/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only .Laying oftiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently andeasily.GlazedVitrifiedtilesMatt/Antiskid finishofSizeofTile 600 x1200 mm
48	Kota stone slabs 20 mm thick in risers of steps, skirting, dado andpillarslaidon12mm (average)thickcementmortar1:3(1cement:3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
49	Supplying, drilling/cleaning hole and fixing appropriate length of ETA Approved HILTI HRD C 10 / RAWLPLUG anchorsuitable for fastenings both on concrete & masonary/aerated blocks. Length of anchor should be decided on the basis of embedment depth in base material, total frame thickness & gap between frame and base material. Anchor comprises of 10 mm diameter Polyamide PA 6 grade sleeve and of 7 mm diameter double threaded 6.8 grade countersunk head double threaded screw made of carbon steel galvanized to minimum 5 microns. CF 125 insulation foams should be used to fill the gaps between frame & base material. Fixing methodology to be followed as per manufacturers guidelines
50	Frame anchor HRD-C 10x140
51	Frame anchor HRD-C 10x100
52	Frame anchor HRD-C 10x100
53	Lime punning with lime putty mixed with Gur,Bilgri,Urd and other ingredients followed by grinding to fine paste for smooth finish
54	Ornamental plaster works to match with the existing design using lime plaster (1lime putty:1surkhi)
55	12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
56	12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
57	Providing and mixingwater proofing material (chemical) of approvedsuperior quality in Lime concrete work in the proportion recommended by the manufacturers-
58	Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emul sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
59	Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 meter centre to centre, horizontal & vertical tubes joint with cup & locksystem with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose.(2) The payment will be made once only for execution of all items for such works.
60	Manually removal of vegetation (major trees, climbing plants, creepers) from walls,columns, arches,floor etcin askilledandcareful manner, using appropriate tools andmeansandwithoutcausing any damage to theadjoiningparts,includingcarryingandstackingthedismantled materialsincludinglift/lowerupto11mtrsandleadupto50mtrsas directedbytheengineerorarchitectincharge.Theexposedsurfaces will be coated with a paste made from ammonium sulphamate crystals or with\"Treekiller\"/Weedicide/Herbicideavailableinmarket.Inthis condition the root system may be left to absorb and die. Large sections of dead wood must not be left within the core. As they decay they will removesupportandcreatevoidsandweaknessesinthewall.Butpull offawell‐establishedmatofvegetationmustberesisted.Tamping, grouting, pointing and resetting of brick / stones especially on wall top, must all be anticipated as remedial work.
61	Providing wood work in frames of doors, windows, clerestory windows andother frames, wroughtframedandfixedinposition withholdfast lugs or with dashfasteners ofrequireddia& length(holdfastlugs or dash fastener shall be paid for separately). Second class teak wood
62	Providing and fixing panelled or panelled and glazed shutters for doors, windowsandclerestorywindows,fixingwithbutthingesofrequired sizewithnecessary screws,excludingpanellingwhichwill bepaidfor separately, all complete as perdirection ofEngineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) Second class teak wood35 mm thick shutters
63	Providing& fixingof40mmthicksecondclassteakwoodplanks framewithlouversand5.5mmthick glassfixedinframehelpof beading, making as per original design all necessary T&P all complete indirection of engineer in charge.
64	Providingand fixingM.S.grillsof required patternin frames of windowsetc.withM.S.flats,squareorroundbarsetc.including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc.
65	Providing and fixing bright finished brass hanging type floor doorstopper with necessary screws, etc. complete.
66	Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm
67	Providing and fixing bright finished brass tower bolts (barrel type) withnecessary screws etc. complete :
68	(a) 250 mm x 10mm
69	(a) 200 mm x 10mm
70	Providing and fixing bright finished brass handles with screws etc. complete:125 mm
71	Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
72	Providing and fixing of cast iron Railing With Wooden top rail design as per existing character including fixing in wooden member etc all complete in direction of engineer in charge.
73	Nano technology based protection technology coating lime wash paint coating lime wash paint Sand Stone Surface/exposed brick work surface / wooden surface with nano technology based paint protection coating to protect porous material against watering staining chlorophyllon aquas based emulsion (Make Killick gaurd /Zycoseal Max/imper guard xp or equivalent)
74	Lime wash / Colour wash with matching original character manufacture to give an even shade : Two or more coats on new work
75	Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
76	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
77	French spirit polishing : Two or more coats on new works including acoat of wood filler
78	FinishingwithDeluxeMultisurfacepaintsystemforinteriorsand exteriorsusingPrimeraspermanufacturersspecifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
79	Providing & fixing 10.5 mm thickengineerwood flooring american exotic bruce 7 layer construction,top layer of wood veener 2mm ,plank size width 120 mm ,length 400-1200 mm,Lock & fold locking ,premium finish,micro bevel edges/ends with an underlayment made of natural colour foam,with accessories like end profile,transition profile,reducer,etc.complete.The profiles are 100% matching. profile at door openings Make-Armstrong/FloorMaster
80	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 seamless type tubes
81	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads, landings etc. of stair cases, includinguse of chequered plate wherever required, all complete
82	Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits.50 mm thick
83	Providing and Fixing of GRC Jali (Glass Fibre Reinforced Jali) 35 mm thick of required size, pattern, design, and colour with 50% area covered tobefixedwithstructural steel work withDry Fixingmethod.The jali shallbemadefrom53gradeWhitePortlandCement,Quartz,Fine SilicaSand,AlkaliResistantGlassFibre,SuperPlasticizersandUV ResistantSyntheticinorganicpigments.Thematerialcastingshould take place in Synthetic Rubber / FRP mould manufactured by RECKLI or equivalent.NOTE : Any MS work for fixing of GRC Jali shall be paid extra.
84	Providing&FixingofBisonBoardwithHightensitystonetexture includingallnecessaryT&P &Required materialall complete in direction of Engineer in charge.
85	Providing & Fixing of 10mm 4 Wall Opal White Polycarbonate Sheet Weight 1.8 Kg. Per Sqmtr. With 50 Micron Both side UV coated to maintain the yellow Index the sheet manufactured under BIS 14443 Minimum cold bending radius 1500mm, Heat Transfer Coefficient Ug2.5 w/m2k Coefficient of thermal 0.065 mm/m C Maximum Service temp. without load 120° C, Brand: ULTRALITE/Makrolon/Lexan Sheet fixing with 60mm Aluminium Alcox top & bottom section Minimum weight 1.1 kg. P. Rmtr. with EPDM Rubber Gasket. Over mild steelPipe parallel to sloping direction, with silicon sealant to avoid leakage. With end profile, Slop over mild steel sectionand all necessary T&P etc all complete in direction of engineer in charge. (Make Ultralite/ Makrolon/ Lexan)
86	Providing & filling of Cinder in sunken portion as per drawing etc allcomplete in direction of engineer In charge.
87	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: (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. (b) Laying brick bats with mortar using broken bricks/brick bats 25 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 Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixedwith water proofing compound conforming to IS : 2645 and approved by Engineer- in-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 cementslurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge.
88	(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 Engineerin-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 making pattern 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 : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
89	Creating a HeliBeam using Helibars 6mm: Providing and fixing of Helifix make Hi-fin reinforcement Helibars of 6mm dia, double bars in one slot, MOC austenitic stainless steelas per ASTM 304, having cross-section area of 8 sq.mm, pitch 29/30, with UTS 980 N, shear strength 5.5 kN, along with Helibond grout, a special cementitious grout with low expansion, non-gassing and injectable with exceptional thixotropic properties. Including chasing of bed joints for HeliBars in brick/stone/block masonry, cleaning and dampening with water to achieve good bonding of HeliBar with HeliBond grout in the slot of masonry ensuring that it remains tight at the joint after curing as per instructions provided by Structure Engineer / Helifix, excluding Staging & Scaffolding, at places wherever necessary
90	Crack stitching using HeliBar 6mm: Providing and fixing of Helifix make Hi-fin reinforcement Helibars of 6mm dia, single bar in one slot, MOC Austenitic stainless steel as per ASTM 304, having cross section area of 8 sq.mm , pitch 29/30, with UTS 9.8 kN, shear strength 5.5 kN, along with Helibond grout, a special cementitious grout with low expansion, non gassing and injectable with exceptional thixotropic properties. Including chasing of bedjoints for HeliBars in brick/stone/block masonry, cleaning and dampening with water to achieve good bonding of HeliBar with HeliBond grout in the slot of masonry ensuring that it remains tight at the joint after curing as per instructions provided by Structural Engineer / Helifix, all above excluding staging & scaffolding, at places wherever necessary.
91	Pinning using CemTie 8mm: Providing and fixing of Helifix make Hi-Fin reinforcement pins - CemTie having 8mm Dia and specified length. MOC. austenitic stainless steel as per ASTM 304, having cross section area of 10.5 mm², pitch 38/40, with UTS 13.7 KN as per structural drawing & design in the brick/stone masonry wall. Drilling a 16 to 18mm dia hole by mechanical means at marked positions at therequired angle and to the specified depth from the outerface of the wall. Cleaning out all dust from the hole and thoroughly flushing with water, ensuring the hole is damp or primed prior to inserting the nozzle. Attach the required length of CemTie pinning Nozzle to the gun and grout the same with Helifix make Helibond grout, a special cementious grout with low expansion, non-gassing and injectable with exceptional thixotropic properties having compressive strength of 45 N/mm² at 28 days, is to be used to bond the stainless steel Hi-fin reinforcement bars andpins with the help of pressure gun to be injected in the drilled holes of masonry, ensuring that it remains tight after setting as directed by structural engineer / Helifix. All above excluding staging/scaffolding, at places wherevernecessary.
92	CrackBond TE 250: Providing & fixing of CrackBond TE 250ml an injectable special purpose non shrink thixotropic epoxy resin with the help of manual pressure applicator and nozzle, including opening of crack, cleaning and ensuring sealing of cracks of 2mm - 12mm width upto a maximum depth of 150mm.
93	Providing & fixing of Beveled Glass as per drawing & design etc allcomplete in direction of engineer in charge
94	Providing & Fixing of beams inlcuiding hosting, fixing in position andapplying wood preservative for the unexposed surfaces etc.Complete with sal wood
95	Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm wide projection in lime mortar 1:3 (1 lime : 3 coarse sand)including pointing in lime mortar 1:2 (1 lime cement : 2 stone dust) with an admixture of pigment matching the stoneshade Red Sand stone
96	Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : second class takewood panell
97	Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : Float glass panes 4 mm thick glasspane (weight not less than 10kg/sqm)
98	Repair of Wooden Door & Window frame including remvoal of doors& window etc all complete in direction of engineer in charge Material & Design as per Orriginal Site Condition
99	Repairing of door shutter including necessary Damage wooden member & Panel (Material as per original site condition )& Designas per exisiting woooden doors including door panel removal & after repair Fixing etc all complete in direction of engineer /conservation architect incharge.
100	Providing and fixing bright finished brass butt hinges with necessaryscrews etc. complete :
101	125x85x5.5 mm (heavy type)
102	100x85x5.5 mm (heavy type
103	Providing and fixing brass L- drop includibgbrass screw etc
104	Repair of old chhaja/ weathershed approx 100 mm thick with reinforced cement concrete work below or above plinth up to floor five level including the cost of centering ,replacement of Id rusted reinforcement with new reinforcement using 12mm main 100mm c/c & 8mm distribution @150mm c/c after drilling holes in existing ccret and rebarrìng with Chemical & Bars. etc all complte in direction of engineerin charge.
105	Providing and fixing M.S. holder-bat clamps of approved design toSand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : For 100 mm dia pipe
106	Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe 100 mm diaSS 304 grade coupling with EPDM rubber gasket
107	Brick work withbricks of class designation 7.5 in superstructure up to two level Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)
108	Providing & Laying of Athangudi Tiles of Heritage revival type 200 x 200 mm size 30 mm thick of plain colour in two layers. Top coloured layer of minimum 5m thickness and base layer of 35 mm, laid in a combination of one or more colours as per the design indicated by the Architect and matching to the original flooring pattern , laid in cement mortar 1.5 to 3.5cm cement : sand bed mortar of 36 grade cement of ratio not less than 1:4 with a neat cement slurry on top, of approved thickness and paper Joint finish and filled with matching cement mortar as directed by architects.
109	Providing & Laying of Athangudi Tiles of Heritage revival type in Hexagonal shape of 85 mm each side with minimum diameter 150 mm and 25 mm thick of plain colour in two layers. Top coloured layer of minimum 5mm thickness and base layer of 20 mm, laid in a combination of one or more colours as per the design indicated by the Architect and matching to the original flooring pattern , laid in cement mortar 1.5 to3.5cm cement : sand bed mortar of 36 grade cement of ratio not less than 1:4 with a neat cement slurry on top, of approved thickness and paper Joint finish and filled with matching cement mortar asdirected by architects.
110	40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 1 mm to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume, including cement slurry etc. complete : Dark shade pigment with ordinary cement
111	Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in charge.Size of Tile 600x600 mm
112	Providing and laying matt finished vitrified tile of size as per Approval ofArchitect / Engineer in charge and thickness having 10to 16 mmwith 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 thickbase 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.
113	WIRING POINTS AND SUBMAINS
114	Point wiring in PVC Conduit
115	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with1.5 sq.mm FRLS PVC insulated copper conductor singlecore cable etc. as required.
116	Group C
117	Power plug wiring in PVC conduit (2 x 4 sqmm.) :-
118	Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq.mmFRLSPVCinsulatedcopperconductorsingle core cable for loop earthing as required.
119	Circuit / Sub main wiring in PVC conduit :-
120	Wiringforcircuit/submainwiringalongwithearthwire with thefollowing sizesofFRLSPVCinsulatedcopper conductor, single core cable in surface/ recessedmedium class PVC conduit as required.
121	2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire
122	2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire
123	4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire
124	4 X 10 sq. mm + 2 X 6 sq. mm earth wire
125	4 X 16 sq. mm + 2 X 6 sq. mm earth wire
126	Supplying and fixing of following sizes ofmedium class PVCconduitalongwithaccessoriesinsurface/recess including cutting the wall and making good thesame in case of recessed conduit as required
127	20 mm.
128	25 mm.
129	32 mm.
130	S/F light plug point modular type accessories :-
131	SupplyingandfixingsuitablesizeGIboxwithmodular plate and cover in front on surface or in recess, including providingandfixing3pin5/6Amodularsocketoutlet and 5/6 A modular switch, connections etc. as required
132	S/F power plug point modular type accessories :-
133	SupplyingandfixingsuitablesizeGIboxwithmodular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16A modular switch, connectionsetc. asrequired.
134	S/F modular type electronic fan regulator :-
135	Supplying and fixing two module stepped type electronic fanregulatorontheexistingmodularplateswitchbox including connections but excluding modular plate etc. asrequired.
136	S/F modular type blanking plate :-
137	Supplying and fixing modular blanking plate on the existingmodularplate&switchboxexcludingmodularplate as required.
138	TELEPHONE, TELEVISION AND DATA NETWORK
139	TELEPHONE WIRING IN EXISTING CONDUIT :-
140	Supplying and drawing following pair 0.5 mm dia FRLS PVCinsulatedannealedcopperconductor,unarmored telephonecablein theexisting surface/ recessed steel/PVC conduit as required
141	2 Pair
142	S/F MODULAR BOXES, BASE & COVER PLATE :-
143	Supplyingandfixingfollowingsize/modules,GIbox alongwithmodularbase&coverplateformodularswitches inrecessetc as required
144	1 or 2 Module (75 mm x 75 mm)
145	S/F MODULAR TYPE SWITCH / SOCKET :-
146	Supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc as required
147	Telephone Socket outlet
148	DISTRIBUTIONBOARDS,MCB\"s, MCCB\"sANDSFU\"s
149	S/F of surface / flush mounting SPN Distribution board withadditional metal door without MCB complete in all respects as directed at site by Engineer-in-charge.
150	12 WAYS
151	Supplying and fixing following way, horizontal type three poleandneutral,sheetsteel,MCBdistributionboard, 415 V, on surface/ recess, complete with tinned copper busbar,neutralbusbar,earthbar,dinbar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
152	4 way (4 + 12), Double door, horizontal type
153	6 way (4 + 18), Double door, horizontal type
154	Supplying andfixing 5Ato32Arating, 240/415V, 10 kA, \"C\" curve, miniature circuitbreaker suitable for inductive load of following poles in the existing MCB DB completewithconnections,testingandcommissioningetc. as required
155	single pole
156	Supplyingandfixingfollowingrating,fourpole,415V, isolatorintheexistingMCBDBcompletewith connections, testing and commissioning etc. as required
157	40 amps.
158	63 amps.
159	Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB),havingasensitivitycurrent30mAintheexisting MCB FP complete with connections, testing and commissioning etc. asrequired.
160	40 Amp.
161	63 Amp.
162	Supplying&fixingsinglepole,blankingplateintheexisting MCBDBcomplete etc. as required.
163	Supplyingandfixing20A,415V,TPNIndustrialtype socketoutlet, with 4 pole and earth, metal enclosed plug top alongwith 20 A \"C\" curve, TPMCB, in sheet steel enclosure,onsurfaceorinrecess,withchainedmetal cover for the socket out let and complete with connections, testing and commissioning etc. as required.
164	G.I.EARTHING
165	Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosurewithcoverplatehavinglockingarrangement andwatering pipeof2.7metrelong etc.with charcoal/coke and salt as required.
166	Supplyingandlaying25mmX5mmG.Istripat0.50 metrebelowgroundasstripearthelectrode,including connection/ terminating with G.I. nut, bolt, spring, washer etc. asrequired. (Jointing shall be doneby overlapping and with 2 sets of G.I. nut bolt & spring washer spacedat 50mm)
167	Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm diaG.I.pipefromearthelectrodeincludingconnection with G.I. nut, bolt, spring, washer excavation and re-fillingetc. as required.
168	ERECTIONOFLIGHTINGFIXTURESANDFANS
169	Installation,testingandcommissioningofceilingfan, including wiring thedown rodsofstandardlength (upto 30cm)with1.5sq.mmFRLSPVCinsulated,copper conductor,singlecorecable,includingprovidingand fixing phenolic laminated sheet cover on the fan box etc.as required.
170	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep
171	Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA
172	Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coateddiecast aluminium housing with extendedheatsink,diffuserofPolycarbonatemeterial and driver set complete in all respect. CAT- AAA
173	Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.CAT- AAA
174	Supplyandfixingofrecessmountinground15to18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA
175	Supplyandfixingofwatertightoblong10WattLED bulkheadluminairewithdriversetconfirmingtoIP65and above Protection . complete in all respect.
176	Wiring for circuit/ submainwiring alongwithearth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed mediumclass PVC conduit as required.
177	2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
178	TOTAL ( SCHEDULEDITEMS - CPWD - 2022)
179	PART (B) -- NON SCHEDULED ITEMS (AS PER MARKET RATES)
180	Providing&FixingofmodularplatetypewhiteRJ45 CAT 6 Data outlet / information outlets ETL verified to meetorexceedTIA/EIAcategory6requirements, universal wiring label permitting to either T568A or T568B, UL listed,for computer networkingcomplete in all respect with cover plate, grid plate, screws, MS box, etc with connections as required.
181	1 nos. RJ 45 Data Outlet
182	Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less DirectCurrent(BLDC)Motor,classofinsulation:B,3 nos.blades, 30 cm long down rod, 2 nos. canopies, shackle kit,safetyrope,copperwinding,PowerFactornot less than0.9,ServiceValue(CMM/W)minimum6.85,Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessoriesincludingsafetypin,nutbolts,washers, temperaturerise=75degreeC(max.),insulationresistancemore than2megaohm,suitablefor230V,50Hz,singlephase AC Supply, earthing etc. complete as required.
183	1200 mm sweep
184	SupplyofAC 230/250volts,50HZexhaustfansincludingproviding nuts,bolts,mounting frame and other accessories etc.complete
185	300 mm sweep 900 rpm
186	Supply, installation,testingandcommissioning of Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCB\"s,IP43protection,doublemetaldoor,factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth andneutralbar,removableglandplates,cableglands including connection with outgoing feederscompletein allrespect.DB\"sshallbeoriginalfactoryfabricatedof approved make. The rates shall be excluding allincoming and outgoing circuit breakers.
187	8 Way TPN
188	Providing and fixing of following rating Four poleMCCB\"s at the incomer of Main/sub distribution boards withconnections etc. complete as required.
189	100 Amp FP MCCB(16 KA)
190	Supplying, fixing, connecting, testing and commissioning of followingrating, ISI marked (IS 8828) 240 / 415 volts, 10KA,MiniatureCircuitBreaker(MCB) ofsingle / double / three / four poles in the existing MCB DB or in existing MS enclosure complete in all respects.
191	25 Amp. TP MCB
192	40 Amp.TP MCB
193	Design,manufacture, supply,testing and commissioning of MainPanel fabricatedoutof14 SWGCRCAsheetsteel,IP42,wall/floormountingtype. Thesheetsteelshallundergominimum9tanktreatment followedbyfinishingpowdercoatingofmin60micron thickness.theboardincludes 415VelectroliticAluminium BusBar,removableglandplates,cableglands, including connection with outgoing feeders completeinall respect.
194	The incoming MCCB shall be microprocessor based with inbuiltO/L & S/C release with inbuilt E/F protection and all Outgoings MCCB\"s shall bethermal-magnetic based with inbuiltO/L & S/C release.
195	All MCCB\"s shall be Ics = 100% Icu, with rotary handle & pad locking arrangement, with adjustable O/L &S/Ctrip setting asper loadrequirement. All TPMCCBshall be withsolidisolableneutrallink. Thebreakingcapacity specifiedisIcsvalue. AlloutgoingMCB\"sshallbeC type with 10 KA breaking capacity.
196	The Panel shall have a provision for AUTOMATIC FIRE DETECTIONGASSUPPRESSIONflooding system for complete panel of each compartment / section including gasbankofrequiredcapacity(Note-GasSupression flooding sysytem having seperate item).
197	Theaboveboardshallbecompletewith3nos.phase indicating lights, flush mounted Ammeter,Voltmeter, CT\"s,PT\"s,selectorswitches,protectivefusesetc.at Incomerwithallinterconnectionsbymin.2.5sq.mm.Copper wires.
198	INCOMER:630 AMP FP MCCB (25 KA)
199	BUS BAR :600 AMP,500 Volts, 3 phase 50 HZTPNhighconductivityelectrolyticAluminiumbusbarwith conductivity of min 57 to 58% of suitable length, insulated by heat shrinkable sleeves. The current density of bus bar shall be minimum 1.00 sq mm / amp.
200	The Maximum allowable temperature for the Bus bar to berestrictedto85deg C. The temperaturerise should be restricted to 35 deg C above ambient temperature.
201	OUT GOINGS:
202	42 nos 32 AMP FP MCB (10 KA)
203	6 nos 32 AMP FP MCB (10 KA)
204	Providing and Laying unplastisized rigid PVC pipe conforming to IS:13592 type A including jointing , cuttingand making good the walls & floors as perrequirement.
205	150mm
206	Supply and fixing of G.P. Modular switch box for 3 Module of approved make made up of 1.0 mm thick ISI Marked G.P.sheet including adjestable Nakka and holes plugged with PVC Nylon Caps . Two or more holes for pipe entry of 25.4mm onupper andlower sidesof the box. Holes should be semi-shuttered type and fitted with heavybrassEarthPillerdulyscrewed&brandname should be embossed. Box flushed in wallincluding cutting of brick work, fixing it tothe level with cement sand mortar, including matching colour wash with s/o all materials,labourandT&Prequiredforproper completion of work as directed at site by the Engineer in charge.
207	Same as in item no Above but for 4 Module
208	Same as in item no Above but for 6 Module
209	Same as in item no Above but for 8 Module
210	Same as in item no Above but for 12 Module
211	Same as in item no Above but for 16 Module
212	Same as in item no Above but for 18 Module
213	(SCHEDULED ITEMS - AS PER DSR 2019 for Wet Riser and Sprinkler System)
214	Providing,laying,testing&commissioningof\"C\"class heavydutyMSpipeconformingtoIS3589/IS1239 including Welding, fittings like elbows, tees,flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and paintingwithtwoormorecoatsofsyntheticenamelpaint of required shade complete as required :
215	25 mm dia.
216	32 mm dia.
217	40 mm dia.
218	50 mm dia.
219	65 mm dia.
220	80 mm dia.
221	100 mm dia.
222	Providing,laying,testing&commissioningof\"B\"class heavydutyG.I.pipeconformingtoIS1239including welding,fittingslikeelbows,tees, flanges,tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling withsuitableclamp/supportframeandpaintingwith two or more coats of synthetic enamel paint of required shade complete as required:
223	25 mm dia.
224	Supplying and fixing single headed internal hydrant valvewithinstantaneousGunmetal/StainlessSteel couplingof63mmdiawithcastironwheelISImarked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required :
225	Single headed Stainless steel
226	Supplying, fixing, testing and commissioning of butterfly valveofPN1.6ratingwithbronze/gunmetalseatduly ISImarkedcompletewithnuts,bolts,washers,gaskets conforming to IS 13095 of following sizes as required.
227	40 mm dia
228	100 mm dia
229	Providing, installation, testing and commissioning of non returnvalveoffollowingsizesconfirmingtoIS:5312 completewithrubbergasket,GIbolts,nuts,washersetc.as required
230	100 mm dia.
231	Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainlesssteel,Grade304,sheetwith3mmdiaholeswith stainless flange.
232	100 mm dia.
233	Supplyingandfixing63mmdia,15mlongRRLhose pipewith63mmdiamaleandfemalecouplingsduly boundwithGIwire,rivetsetc.conformingtoIS636 (type-A) as required :
234	Stainless Steel (Grade 304)
235	Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conformingtoIS884completewiththefollowingas required. 20mmnominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 1258520mmnominalinternaldiagunmetalglobevalve& nozzle. Drumandbracketsforfixingtheequipmetsonwall.Connections from riser with 25 mm dia stop gun metal
236	30 m
237	Supplying&fixing63mmdiagunmetalshortbranch pipe with 20 mm nominal internal diameter size nozzle conformingtoIS903suitableforinstantaneous connection to interconnect hose pipe coupling as required :
238	Stainless Steel (Grade 304)
239	Supplyingandfixingoffirebrigadeconnectionofcast iron body with gun metal male instantaneous inlet couplingscompletewithcapandchainasreqd.for suitable dia MS pipe connection conforming to IS 904 as required :
240	2 way-100 mm dia M.S. Pipe
241	Providing,fixing,testing &commissioningof15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories :
242	Pendent Sprinkler
243	Providing&fixingflowswitchinfollowingsizesM.S. pipe including connection etc as required.
244	100 mm dia.
245	Supplying, installation, testing & commissioning of sprinkler flexible pipe (UL Listed) of stainless steel complete with 15 NPT on reducer thread with maximum workingpressureof175PSItestpressureof875PSI (Burst)withbranchline(Inlet)25mmNPTmalethread tosprinklerhead(Outlet)15mmNPTfemalethread withreducer,nipple,2sidebrackets,centerbracket, stockbar of following sizes complete as required.
246	1000 mm
247	TOTAL - A(SCHEDULED ITEMS - AS PER DSR 2019 for Wet Riser and Sprinkler System)
248	(SCHEDULED ITEMS - AS PER UPSOR 2018 Electrical works)
249	Supplyandlayingof aluminiumconductorPVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
250	16 Sqm. mm 4 core (Complete Rate)
251	Deduct in item no. 501 (I) 501 (t) and 506 (a) to (f)when cables is passed through G.I./M.S. or Hume pipe in road crossing or along the wall. The cost of the G.I. pipe, hume pipe is to be extra when and where required.
252	16 Sqm. mm 4 core (Rate after deduction)
253	TOTAL - B (SCHEDULED ITEMS - AS PER UPSOR 2018 Electrical works)
254	(NON SCHEDULED ITEMS - AS PER MARKET RATES)
255	Supply&erectionofISImarkedportablefire extinguishers, confirming to IS:15683, wall mounted type, wall brackets complete in all respect as per standard item with all accessories, delivery hose & nozzlewhereeverrequired,includingfixingonwallsasper the directions ofEngineer-in-charge.
256	ABC dry powder Type 6 kg. capacity
257	CO2 gas type. 4.5 kg. capacity
258	Providing&fixingstandardcarbonsteelfiremanaxewith rubber insulated handle tested to 20000 Volts.
259	Providingandfixingstandardfirehosecabinetdoor withframe(900mmx2000mm)or(suitabletofitin theductmadeofnot lessthan 16SWG MSsheet having glasshingeddoor(5mmthickglass)including necessarylocking arrangementwith handleas required asperdrawings,includingbracketsformounting accessories, painting (one coat primer and two coats of fire red colour). The doorshall befixed inthe masonry wall or as required. The words \"FIRE HOSE\" tobe painted on the box.
260	Providingandfixingweatherproofstandardfirehose cabinet(750mmx600mmx250mm) outdoortype made of not less than 16 SWG MS sheethaving glassed hinged door (5 mm thick glass) including necessary locking arrangement with handle for housing two nos.15 meterlongfirehosepipes,branchpipe asrequiredas per drawings, including brackets for mounting accessories,painting(onecoatprimerandtwocoatof fireredcolour).Thecabinetshallbemountedon self standingmountedtypeMSAngleironframeasrequired. The words \"FIRE HOSE\" to be painted on the
261	Supply / installation / Testing and Commissioningof Air Release valve (ARV) with forged brass body full way ball valvetypeisolatingvalve,flanges/union,suitablefor sprinkler/wetriser/down comersystem withallnecessary connections complete in all respects
262	Supply,fixing,testing&commissioningof25mmdia inspectingandtestingassemblywithgunmetalvalve, sightglass,bypassvalveandconnectiontothedrainline as required to complete the system.
263	Supply, fixing of CP cap for sprinkler heads to bemounted at false ceiling / vertical.
264	Providing and fixing in positionG.I.pipe sleeves (medium class) of upto 300 mm longduly tack welded with the reinforcement of RCC beams / wall and other structural members during the time of casting the same includingpainting with two coats of anti corrosive paint over primer. (for the crossing of sprinkler pipes)
265	80NB
266	100NB
267	150 NB
268	PART (A) -SCHEDULED ITEMS( AS PER DSR )
269	Supplying,installation,testing&commissioningofheat detector operating at 54ºC/57ºC with rate of rise cum fixed temperature (dual thermistor) typewith mountingbase complete with all connection etc. as required.
270	Supplying, installation, testing & commissioning of smoke detectorwithbuiltinLEDandmountingbasecomplete with all connections etc. as required.
271	Supplying,installation,testing&commissioningof manual call box of ABS type in surface/recess with stainlesssteelchain&hammerassemblycompletewithglass and push button etc. as required.
272	Supplying, installation, testing & commissioning response indicatoronsurface/recessMSboxhavingtwoLEDs metallic cover complete with all connections etc. asrequired
273	Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in A.B.S. box with hinged cover plate & suitable foroperationwithamplifieri/clinematchingtransformeretc. complete as required.
274	Supplying, installation, testing & commissioning talk back slavestationinsurface/recesssuitableforoperationon simplex mode complete with P.T.T.knob & peaker/microphone enclosed in a M.S.(16 SWG)/ ABS box with break glass in front etc. complete as required
275	Supplying,installation,testing&commissioningof maincontrolandindicatingpanelmadeoutof16SWG MS sheetto accommodate the following items duly powder coatedinapprovedcolourwithlouversforventilation, lockingarrangement,audioandvisualindicationforfire alarm and public address system, monitoring system includingconnections,interconnectionsetccompleteas required.10 Zone panel for fire alarm system250Wattamplifierrackssuitableforoperationon230V AC/24VDCsupplyconformingtoIEC-268-3complete withallaccessoriesasrequired-2Nos.(onetoactas standby)TalkbackmasterstationwithLEDPTT(presstotalk) pushbuttonforoperationon230VAC/24VDCsupply conforming to IEC-268 for simplex mode of operation/communication suitable for 20 Nos.talk back unit-1 set.Annoucementcontroldesksuitableforselectionof different zones selectively and ON ALL CALL switch with visual indication etc. complete as required -1 set.Amplifier change over switch for inter changing amplifier - 1 No.Monitor panel for loudspeaker complete with output selector, ON/OFF switch, fuse, visual indications etc. complete as required- 1 No.Gooseneck microphone with stand and ON/OFF switch-1No.
276	SUPPLY AND FIXING OF PVC CONDUIT :-
277	Supplyingandfixingoffollowingsizesofmediumclass PVC conduit along with accessories in surface/recess includingcuttingthewallandmakinggoodthesamein case of recessed conduit as required.
278	25 mm.
279	TOTAL : PART (A) -SCHEDULED ITEMS
280	PART (B) -NON SCHEDULED ITEMS( AS PER MARKET RATE )
281	Supplying,receiving,storing,handling,fixing,wiringfor firealarmsystemwiringusingISImarked(IS694)1100 Voltsgrade,PVCinsulated,flexible,flameretardantlow smoke (FRLS) copper conductor wire, drawn in existing solid/flexibleconduits/casingcapingincluding connectionstothedetectors,manualcallpoints,hooters, responseindicators,accessories,firealarmcontrolpanel etc.including terminationwithbottletypecopperlugs, connectors etc as required to complete the system.
282	2 x 1.5 sq mm
283	SupplyandlayingofISImarkedCopperconductorPVC insulatedFRLS controlcableasperIS1554 orXPLE insulated as perIS 7098PVC sheathed1100 volts grade. On surface the cable run shall be fixed by GI clamps etc. of suitablesizeoronexistingcabletraycompleteinall respect .The armouringof thecableshall beproperly connectedwiththeearthconductorincludingfixingof palm or pin type copper tin plated cable socket (lug) to the cableleads,glands,connectors,junctionbox,insulating withtapeandmakingconnectionscompleteinallrespect includingsupplyof clamps,lugs,glands,JB,tapeetc complete upto the satisfaction of Engineer-in-charge.
284	6 x 1.5 sq mm armoured
285	Providing and fixing of self illuminated / auto glow \"EXIT\"signsprintedonphotoluminescent sheet containingselfilluminatedbasechemical,ofappropriate size not less than 300 x 150 mm,suspended from ceiling orfixedtothewallswithaccessoriesasrequiredandasdirected at site.
286	Providingandfixingwhitevitreouschinaextendedwall mounting water closet of size 780x370x690mm of approved shapeincludingproviding&fixingwhitevitreouschina cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete.
287	Providing&fixingwhitevitreouschinawashbasinwithC.I.bracketspaintedwhite,15mmC.P.brasspillartaps,C.P. brass chain withrubber plug,32mm C.P.brass waste ofstanderdpatternincludingcutting&makinggoodthe walls wherever required.
288	a)White Vitreous China Wash basin size 630x450 mm witha pair of 15 mm C.P. brass pillar taps
289	ProvidingandfixingP.V.C.wastepipeforsinkorwashbasin including P.V.C. waste fittings complete.
290	Semi rigid pipe
291	32 mm dia
292	40 mm dia
293	Providingandfixing600x450mmbevellededgemirrorof superiorglass(ofapprovedquality)completewith6mm thickhardboardgroundfixedtowoodencleatswithC.P.brass screws and washers complete.
294	Providing and fixing white vitreous china flat back half stall urinal ofsize580380350mm withwhitePVCautomatic flushing cistern, with fittings, standard size C.P. brass flush pipe,spreaderswithunionsandclamps(allinD.P.brass) withwastefittingasperIS:2556,C.I.trapwithoutlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floorswherever required:
295	Single half stall urinal with 5 litre P.V.C. automaticflushing cistern
296	Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinalpartitionsbycuttingachaseofappropriatewidth with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarsesand:4gradedstoneaggregate6mmnominalsize) as per direction of Engineer-in-charge and finished smooth.
297	Granite Stone of approved shade
298	CP Brass fittings
299	ProvidingandfixingunplasticisedPVCconnectionpipewith brass unions
300	45 cm length
301	15 mm nominal bore
302	Providing and fixing C.P. brass bib cock ofapprovedquality conforming to IS:8931
303	a) 15 mm nominal bore
304	ProvidingandfixingC.P.brasslongbodybibcockof approved quality conforming to IS standards andweighingnot less than 690 gms.
305	a) 15 mm nominal bore
306	Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931
307	a) 15 mm nominal bore
308	Providing and fixing CP Brass Single lever telephonic wallmixer of quality & make as approved by Engineer in charge.(a) 15 mm nominal dia
309	Providing and fixing soil, waste and vent pipes :100mm diaHublesscentrifugally cast(spun)ironpipes epoxy coated inside & outside IS:15905
310	100 mm
311	ProvidingandfixingM.S.holder-batclampsofapproved design to Sand Cast iron/cast iron (spun) pipe embedded in andincluding cementconcreteblocks10x10x10cmof 1:2:4mix(1cement:2coarsesand:4gradedstone aggregate20mmnominalsize),includingcostofcutting holesandmakinggoodthewallsetc.: For100mmdiapipe
312	Providingandfixingbendofrequireddegreewithaccess door,insertionrubberwasher3mmthick,boltsandnuts complete. 100 mm dia Hubless centrifugally cast (spun) iron epoxy coated inside & outside as perIS:15905
313	Providing and fixing plain bend of required degree.Hubless centrifugally cast (spun) ironpipes epoxy coated inside & outside IS:15905 100 mm dia
314	Providing and fixing heel rest sanitary bend 100 mm diaSand cast iron S&S as per IS - 1729
315	Providingandfixingdoubleequaljunctionofrequired degreewithaccessdoor,insertionrubberwasher3mm thick, bolts and nuts complete :100x100x100x100 mmSand cast iron S&S as per IS - 1729
316	Cutting chases in brick masonry walls for following diametersandcastiron/centrifugally cast(spun)iron pipes and making goodthe samewith cementconcrete 1:3:6( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessaryplasterandpointingincementmortar1:4(1cement:4 coarse sand) :100 mm dia
317	Providingandfixingtotheinletmouthofrainwaterpipe cast iron grating 15 cm diameter and weighing not less than440 grams.
318	Providing and fixing 15cm wide 45cm over all semi circular plainG.S.sheetgutterwithironbrackets40x3mmsize, bolts,nutsandwashersetc.includingmakingnecessary connections with rain water pipes complete.
319	0.80mm thick with zinc coating not less than 275 gm/m2
320	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstoneaggregateof20 mm nominal size)over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster1:3(1cement:3coarsesand)andacoatofneat cement,punning,roundingtheedgesandmakingand finishing the outlet complete.
321	ProvidingandfixingChlorinatedPolyvinylChloride (CPVC) pipes, having thermal stability for hot & cold water supply includingallCPVCplain&brassthreadedfittings i/cfixingthepipewithclampsat1.00mspacing. This includesjointingofpipes&fittingswithonestepCPVC solventcementandthecostofcuttingchasesandmaking good the same includingtestiang ofjoints completeas perdirection of Engineer in Charge.
322	Concealed work including cutting chases and making goodthe walls etc.
323	20mm dia nominal outer dia pipes
324	25mm dia nominal outer dia pipes
325	32mm dia nominal outer dia pipes
326	Providing and fixingGI pipes complete with GI fittingsandclamps,includingcuttingandmakinggoodwalls etc. (internal work).
327	Internal work-Exposed on wall
328	15mm dianominal bore
329	20mm dianominal bore
330	25mm dia nominal bore
331	32mm dia nominal bore
332	40mm dia nominal bore
333	50mm dia nominal bore
334	PaintingGIpipesandfittingswithSYNTHETICenamel paintoverareadymixedprimingcoat,bothofapprovedquality for new work.
335	15mm dia nominal bore
336	20mm dia nominal bore
337	25mm dia nominal bore
338	32mm dia nominal bore
339	40mm dia nominal bore
340	50mm dia nominal bore
341	Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc.complete (new work).
342	15mm dia nominal bore
343	20mm dia nominal bore
344	25mm dia nominal bore
345	32mm dia nominal bore
346	40mm dia nominal bore
347	50mm dia nominal bore
348	Providingandfixinggunmetalgatevalvewithwheelofapproved quality.
349	25mm dia nominal bore
350	32mm dia nominal bore
351	40mm dia nominal bore
352	50mm dia nominal bore
353	Providing and placing on terrace (at all floor levels)polyethylenewaterstoragetankISI:12701marked indicatingtheBISLicenseNo.withcoverandsuitable lockingarrangementandmakingnecessary holesforinlet, outletandoverflowpipesbutwithoutfittingandbase support for tank.[Sintex, Electroplast, Star, Lotus orequivalent having valid ISI license].
354	Capcity in Per Liters
355	Excavating trenches of required width for pipes, cables etc. includingexcavationforsockets anddressing ofsides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a leadof 50m.
356	All kinds of soil
357	Pipes,cablesetc.exceeding80mmdiabutnotexceeding300mm.
358	Providing, laying and jointing glazed stoneware pipes grade \"A\" with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc.complete.
359	100mm diameter
360	Providingandlayingcementconcrete1:5:10(1cement:5 coarsesand:10gradedstoneaggregate40mmnominal size)allround S.W.pipesincludingbedconcreteasperstandard design
361	100mm dia SW pipe
362	Providing and laying NonpressureNP 2 class (light duty) RCC pipewith collars jointed withstiffmixtureof cementmortarintheproportionof1:2(1cement:2fine sand ) includingtestingof joints etc. complete.
363	150 mm.dia. RCCPipes
364	Providingandlayingcementconcrete1:5:10(1cement:5 coarsesand:10gradedstoneaggregate40mmnominal size) upto the haunchesof pipesincluding bedconcrete asper standard design
365	150 mm.dia. RCCPipes
366	Providing and fixing square-mouth S.W. gully trap grade‘A’ completewithC.I.grating,brickmasonrychamberwith watertightC.I.coverwithframeof300x300mmsize (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
367	150 x 100 mm size P type
368	With Sewer bricks conforming to IS : 4885
369	Constructingbrickmasonry manholeincementmortar1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4mix (1 cement:2coarsesand:4gradedstoneaggregate20mm nominalsize),foundationconcrete1:4:8mix(1cement:4 coarse sand :8 graded stone aggregate 40mm nominal size) insideplastering12mmthickwithcementmortar1:3(1 cement:3coarsesand)finishedwithfloatingcoatfoneat cementandmakingchannelsincementconcrete1:2:4(1 cement:2coarsesand:4gradedstoneaggregate20mm nminalsize)finishedwithafloatingcoatofneatcement complete as per standard design.
370	Insidesize90x80cmsand45cmsdeepincludingCIcover withframe(lightduty)455x610mminternaldiamensions totalweightofcoverandframetobenotlessthan38kg (weight of cover 23 kg and weight of frame 15kg).
371	With FPS bricks of class designation 75
372	(i) For Sewer Line
373	Extra for depth for manholes:
374	Size 90X80 cm with FPS bricks (class I ).
375	Providing M.S. foot rests including fixing in manholes with 20x20x10cmcementconcreteblocks1:3:6(1cement:3 coarse sand :6graded stone aggregate 20 mm nominal size)as per standard design
376	With 20x20 mm square bar
377	Providing and fixing on wall face unplasticised Rigid PVC soil and waste water pipes conforming to IS : 13592 Type B includingjointingwithsealringconformingtoIS :5382 leaving10mmgapforthermalexpansion.(i)Singlesocketed pipes.
378	a) 110mm dia P.V.C. pipe
379	b) 90mm dia P.V.C. pipe
380	Providing&fixingUPVCFloortrapofselfcleansing design withCPJali completeinallrespects.(Make:Supreme / Finolex / Prince)
381	P-Trap type Floor Trap 110 x 110mm
382	Providing and fixingterminal guard.
383	a) 110mm
384	b) 90mm
385	Providingandfixingonwallfaceunplasticised-PVC mouldedfittings/accessoriesforunplasticisedRigidPVC pipesincludingjointingwithseal ringleaving10mm gapfor thermal expansion.
386	110mm bend
387	110mm
388	90mm
389	90x90x90 mm
390	110x110x110 mm
391	100 mm dia.
392	Supply of AIR COOLED & INVERTER BASED VARIABLE REFRIGERANT FLOW MODULAR TYPEVRF unit
393	Supply, installation, testing and commissioning of Modular type outdoor condensingunits equipped with highly efficient BLDCscroll inverter compressors with heating & cooling application.The unit must run with Inverter scroll compressors. All inverter compressor should be suitable for 380-415 volts,3 ph,50 hz.AllODUunitcompressorsshouldhaveinbuiltoillevelsensorsoastoenablerelaibleoilreturn technologytoadddfurthersafetyofcompressor.ThemanufacturermustbeanOEMofitsown compressors .ODU unit must not have deration upto 39 deg ambient& should have operating range- 5deg C to 53deg C
394	Out Door Unit-32 HP Heating/cooling-Top discharge(with COP should not be less than 4.5)
395	Out Door Unit-30 HP Heating/cooling-Top discharge(with COP should not be less than 4.5)
396	Out Door Unit-28 HP Heating/cooling-Top discharge(with COP should not be less than 4.4)
397	Out Door Unit-26 HP Heating/cooling-Top discharge(with COP should not be less than 4.5)
398	Out Door Unit-6 HP Heating/cooling-Side discharge/ operating range -5deg C to 52deg C
399	Make: Samsung / Daikin/ O General
400	Supply ofdecorative type indoor units consistingDx coil,drainpan,drain pump kit,washable filter,blowerwith blower section,motor and drive arragement,initial charge of refrigerant and oil,integral refrigerant
401	360 cassette unit with panel and Non return valve in drain outlet & cordless remote
402	4 TR/5 HP
403	3.6 TR/4.2 HP
404	3.2 TR/4 HP
405	2.6 TR/3.2 HP
406	2 TR/2.5 HP
407	1 way cassette with panel with cordless remote
408	2 TR/2.5 HP
409	Hiwal Unit with cordless remote
410	2 TR/2.5 HP
411	1.6 TR/2 HP
412	1.2 TR/1.5 HP
413	0.8TR/1 HP
414	0.64TR/0.8 HP
415	Providingof Y joints -indoor
416	Providingof Y joints -outdoor
417	HVAC Low Side BOQ
418	Installation, Testing & Comissioning:
419	Vacuumising the system upto 500 micron level which ensures the zero moisture content level in pipingwhich results in better cooling efficiency and long life of system
420	Pressure testing of System with Nitrogen Gas with 1.5 Times of working pressure of R410A RefrigerantGas to ensure leakproof system
421	To flush the system with food grade nitrogen gas to remove carbon contents , dirt particles to make surethat there is no chance of mixing of any impurity with refrigerant gas
422	Out Door Unit-176 HP Heating/cooling
423	Lifting and shifting charges of outdoor unit and AHU\"s
424	VRF IDU\"s
425	Cassette Unit
426	Hiwal Unit
427	Refrigerant R 410 A for TOP UP in Outdoor
428	Interconnecting refrigerant pipe work suitable for R410a refrigerant with (19mm/13mm thick) closed cellelastomeric nitrile rubber tubular insulation between each set of indoor & outdoor units as per
429	Copper Pipe-/Mexflo/Rajco Insulation: K-flex/Superlon/A-flex
430	For VRF System (suction/discharge pair)
431	41.28 mm OD (Insulation = 19mm thick)
432	34.9 mm OD (Insulation = 19mm thick)
433	28.6 mm OD (Insulation = 19mm thick)
434	22.2 mm OD (Insulation = 13mm thick)
435	19.1 mm OD (Insulation = 13mm thick)
436	15.9 mm OD (Insulation = 13mm thick)
437	12.7 mm OD (Insulation = 13mm thick)
438	9.5 mm OD (Insulation = 13mm thick)
439	6.4 mm OD (Insulation = 13mm thick)
440	Make- Rajco/Mexflow/Mandev
441	Providing and Fixing control cum transmission wiring of 2 core x 0.75 sqmm or as per OEMrecommendation copper in suitable PVC conduits between indoors & outdoor units and indoor unit and
442	Providing and Fixing rigid PVC piping complete with fittings support and floor trap and duly insulated with6 mm thick closed cell nitrile rubber insulation.
443	Prince/Kisan/Supreme Make
444	40mm dia
445	32 mm dia
446	25 mm dia
447	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil
448	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mmnominal size)
449	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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cementcontent, the contractor shall have discretionto either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum All works above plinth level upto floor V level
450	As in item 4 above but forslabs
451	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-MechanicallyTreated bars
452	Supply& Fixingof’ 5mtrlong Antique designedpole withcast aluminium/iron base with galvanizedsteel pipe and decorative top paintedwithprimerthen paintedwithdullfinishedpolyurethane paintfittedwithMCBandconnector withdecorativebracket singlearmformountingof1nosdropdownlanternwithbody madeoutof spunaluminiumandfittedwithpolycarbonate diffuser in 110W with built in surge protector and lumn output>110lmn/watt. Design as per Architect in charge.
453	Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required
454	Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, includingconnection/ termination with GI thimble etc. as required.
455	Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)
456	Supply and laying of aluminium conductor PVC insulated armouredservedsheathedcables1100Voltsgradeatadepthof 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable sizeorasdirectedbytheEngineer-Incharge,completeinall respect.Thearmouringofthecableshallbeproperlyconnected with the earth conductor by clamps etc.
457	6.00 Sqmm 4 Core
458	25.00 Sqmm 3.5 Core
459	70.00 Sqmm 3.5 Core
460	Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic alumininum busbars as per IS8623 istulate with heat shrink sleeving and mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides.
461	The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as per direction of Engineer-in- Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only Incoming200 Amp. TPN-1 No Outgoing 100 Amp. TPN-1 No and 63 Amp. TPN-3 Nos. Cat. B. Cubicle Type
462	Supply and fixing following capacity of automatic street light cubicle control panel painted with anticorrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case ofTPN, complete in all respect.40 A TPN
463	earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of2.7 metre long etc. with charcoal/ coke and salt as required
464	63 mm dia (OD-63 mm & ID-51 mm nominal)
465	90 mm dia (OD-90 mm & ID-76 mm nominal)
466	Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect.CAT-AAA
467	EARTH WORK
468	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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
469	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
470	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
471	ANTI TERMITE WORK
472	Diluting and injecting chemical emulsion for PRE- CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
473	P.C.C. WORK
474	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stoneaggregate 40 mm nominal size)
475	R.C.C. WORK
476	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 impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishingand reinforcement as per direction of the engineer-in-charge; Concrete of M25 grade with minimum cement content of 330 kg /cum
477	All works upto plinth level
478	All works above plinth level upto floor V level
479	Providing centering & shuttering including strutting, propping etc. & removal of form including all materials, labour and T & P etc. required forproper completion of work all complete
480	Foundations, footings, bases of columns, etc. for massconcrete
481	Columns, Pillars, Piers, Abutments, Posts and Struts
482	Lintels, beams, plinth beams, girders, bressumers and cantilevers
483	Suspended floors, roofs, landings, balconies and access platform
484	Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc
485	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo- Mechanically Treated bars of grade Fe-500D or more.
486	BRICK WORK
487	First Class M-150 brick work in 1:6 cement and coarse sand mortar in foundation & plinth including supply of all materials, labour, tools and plantsetc. required for proper completion of the work.
488	M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick
489	M-150 brick work in 1:4 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 115mm (4-1/2\") thickness.
490	FINISHING WORK
491	12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
492	12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
493	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete.
494	Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats
495	Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including primingcoat of exterior primer applied @ 2.20kg/10 sqm
496	DOOR & WINDOW WORK
497	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
498	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
499	Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. asper direction of Engineer-in-charge.
500	Frame anchor HRD-C 10x140
501	Frame anchor HRD-C 10x120
502	Providing and fixing glazed shutters for doors, windows and clerestory windows using 5 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class teak wood35 mm thick
503	Providing and fixing bright finished brass hanging type floor door stopperwith necessary screws, etc. complete.
504	Providing and fixing bright finished brass door latch with necessary screwsetc. complete : 250x16x5 mm
505	Providing and fixing bright finished brass tower bolts (barrel type) withnecessary screws etc. complete :
506	(a) 250 mm x 10mm
507	(a) 200 mm x 10mm
508	Providing and fixing bright finished brass handles with screws etc.complete:125 mm
509	Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), withnecessary accessories and screws etc. complete.
510	French spirit polishing :Two or more coats on new works including a coatof wood filler
511	FLOORING WORK
512	Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab over 0.50 sqm
513	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 including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gentlyand easily Glazed vitrified floor tiles polished finish of size Size of Tile 800 x 1200 mm
514	Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Medium shade pigment using 50% white cement 50% Grey cement
515	40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone
516	MISSLENIOUS WORK
517	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 inwhite cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with roughbacking. 30 mm thick
518	Providing and fixing stainless steel cramps of required size and shapefor anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required.
519	Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.
520	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: 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 300mmheight including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50%of cement mortar1:5(1cement : 5coarsesand)admixedwith water proofing compound conforming to IS : 2645 and approved byEngineer-in-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 Engineer-in-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/ sqmof cement admixed 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 making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimumperiodoftwoweeksforcuringandforfinaltest.Allabove operations to be done in order and as directed and specified bythe Engineerin-Charge:Withaveragethicknessof120mmandminimum thickness at khurra as 65 mm.
521	Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge decketc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistantto 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm.The work shall be carried out all complete as per specification andthe direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.22.23.1 For vertical surface two coats @ 0.70 kg per sqm
522	Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaningthe surface to remove loose particles with wire brushes, complete inall respect as per the direction of Engineer-in-Charge.
523	Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as perdesign.
524	Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such asnuts, bolts, fasteners etc.).
525	Add Cost of Internal Electrification
526	Add Cost of internal Plumbingworks
527	Boring/drilling bore well ofrequired dia for casing/ strainer pipe, by suitable methodprescribedinIS:2800(partI), including collecting samples from different strata, preparing and submitting stratachart/borelog,includinghire& running charges of all equipments, tools, plants&machineriesrequiredforthe job, all complete as per direction of Engineer-in-charge,upto90metre depthbelow ground level.
528	300 mm dia
529	Supplying,assembling,lowering and fixinginverticalpositioninborewell, unplasticizedPVCmediumwellcasing (CM) pipe of required dia, conforming to IS:12818,includingrequiredhireand labour charges, fittings & accessories etc. all complete, for all depths, as perdirection of Engineer -in-charge.
530	100 mm nominal size dia
531	Supplying,assembling,lowering and fixinginverticalpositioninborewell unplasticizedPVCmediumwellscreen (RMS) pipes with ribs, conforming to IS: 12818,includinghire&labourcharges, fittings&accessoriesetc.allcomplete, foralldepths,asperdirectionofEngineer-in-charge.
532	100 mm nominal size dia
533	Gravelpackingintubewellconstruction inaccordancewithIS:4097,including providing gravel fine/ medium/ coarse, in requiredgrading&sizesasperactual requirement, all complete as perdirection of Engineer-in-charge.
534	(0.7850.40.490)-(0.7850.20.290)=8.478 CUM
535	Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establishmaximumrateofusablewater yieldwithoutsandcontent(beyondpermissible limit)
536	withrequiredcapacityaircompressor, running the compressor for required time tillwellisfullydeveloped,measuring yield of well by “V” notch method or any other approved method, measuring static level&drawdownetc.bystepdraw downmethod,collectingwatersamples &gettingtestedinapprovedlaboratory, i/c disinfection of tubewell, all complete, includinghire&labourchargesofair compressor,tools&accessoriesetc.,all as per requirement and direction of Engineer-in-charge.
537	Providingandfixingsuitablesize threadedmildsteelcaporspotwelded platetothetopofborewellhousing/ casingpipe,removableasper requirement, all complete for borewell of:100 mm dia
538	Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp.
539	ProvidingandfixingBailplug/Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800(part I). 100 mm dia.
540	Supplyofsubmersiblepumpofmake KSB 2.0HP with control panel, supportwire etc. complete.
541	Providing 2 core PVC insulated submersibblecablefrompumppaneltosubmersible pump
542	Providing and fixing G.I. pipes complete with G.I. fittings including trenching andrefilling etc. 32 mm dia nominal bore
543	Providing and fixing gun metal gate valve with C.I. wheel of approvedquality(screwed end)
544	Supply of 100mm dia Johnson screen.
545	Supply,Installation,Testing& Commissioning of 15W,Highefficiency surface downlighter designed with Extruded aluminum bodypowder coated in whiteor black and ToughnedglassCOBLED.CRI>80,IP20,Ambienttemp 0to45DegC,Driverefficiency>85%,THD0.9, CCT-3000K,50,[email protected] ConstantCurrent-ConstantVoltageoperateddriverwithrange 140-270V AC and IP 65 With Luminaire lumen ≥ 1350 lm. (90 lm/W) Wipro Make: LD08-151-029-30-SM or equivalent in LT & Philips
546	Supply,Installation,Testing&Commissioningof1000mm length X 46.5 mm Width X 75mm Height of 3000K Linear Wall Washer with Integral driver & completely made in India luminaire. Luminaire must useSingle LED of Chip and shall be made of Extruded aluminum housing powder coated in grey. The complete luminaire has IP66 & IK07 protection and it comprises of high purity integrated poly carbonateLens.TheLEDsshallhaveminimumCRI ≥80(WhiteLED)& shall have SDCM≤5. The luminaire shall have wattage 40W and shall deliver 1900 lumens. Beam angle of the Luminaire shall be Asymetricoptics.Fixtureshalloperatingtemperaturerangeof 0°C to 45°C.Input Voltage Range of 100-300V AC. The luminaireshallhavedeclaredlifeof50,000burninghoursat L70.LuminaireandDrivermustbemadeinIndiawithsame brand. Luminaire manufacturer must have In-house NABL accreditedlabtoconductLM79.Thesuccessfulbiddermust submit the NABL accreditation certificate for Luminaire manufactureralongwithtechnicalbid.LM80,RoHS compliance issuedby LED luminaire manufacturer,BIS certificate for LED Luminaire. Brand name shall be embossed / engraded on each an every light fixtures. LuminaireandDrivershouldbeMadeinIndia.Luminare,Driverandcontrollershouldbewithsamemake.Wipromake-LF01-361- 1540-30G1 or equivalent in LT & Philips
547	Supply, Installation, Testing & Commissioning of 100mm Dia X 162mmwidthX103mmHeight3000KCircularMiniFlood Light with Integral driver & completely made in India luminaire. Theluminaire’sshallbemadeofExtrudedaluminumhousing powdercoatedwithtoughenedglassinDarkGraycolor.The complete luminaire has IP65 & IK06 protection and it comprises ofhighpurityintegratedpolycarbonateLens.TheLEDsshall haveminimumCRI ≥70(WhiteLED)& shallhaveSDCM≤5. Theluminaireshallhavewattage20Wandshalldeliver1900 lumens.BeamangleoftheLuminaireshallbe15deg.Fixture shall operating temperature range of 0°C to 45°C. Input Voltage Range of 140 - 280V AC.. The luminaire shallhave declared life of 50,000 burning hours at L70.Luminaire and DrivermustbemadeinIndiawithsamebrand.Luminaire manufacturer must have In-house NABL accredited lab to conductLM79.ThesuccessfulbiddermustsubmittheNABL accreditation certificate for Luminaire manufacturer along with technical bid. LM80 , RoHS compliance issued by LED luminairemanufacturer, BIS certificatefor LEDLuminaire. Brand name shall be embossed / engraded on each an every light fixtures. Luminaire and Driver should be Made in India. Luminare,Driverandcontrollershouldbewithsamemake. Wipromake-LF39-271-015-30-XXorequivalentinLT& Philips
548	Supply, Installation, Testing & Commissioning of 100mm Dia X 162mmwidthX103mmHeight3000KCircularMiniFlood Light with Integral driver & completely made in India luminaire. Theluminaire’sshallbemadeofExtrudedaluminumhousing powdercoatedwithtoughenedglassinDarkGraycolor.The complete luminaire has IP65 & IK06 protection and it comprises ofhighpurityintegratedpolycarbonateLens.TheLEDsshall haveminimumCRI ≥70(WhiteLED)& shallhaveSDCM≤5. Theluminaireshallhavewattage40Wandshalldeliver3800 lumens.BeamangleoftheLuminaireshallbe15deg.Fixture shall operating temperature range of 0°C to 45°C. Input Voltage Range of 140 - 280V AC.. The luminaire shallhave declared life of 50,000 burning hours at L70.Luminaire and DrivermustbemadeinIndiawithsamebrand.Luminaire manufacturer must have In-house NABL accredited lab to conductLM79.ThesuccessfulbiddermustsubmittheNABL accreditation certificate for Luminaire manufacturer along with technical bid. LM80 , RoHS compliance issued by LED luminairemanufacturer, BIS certificatefor LEDLuminaire. Brand name shall be embossed / engraded on each an every light fixtures. Luminaire and Driver should be Made in India. Luminare, Driver and controller should be with same make.Wipromake-LF39-521-015-30-XXorequivalentinLT&Philips
549	Supply, Installation, Testing & Commissioning of 16mmX16mm of5meterslength3000KFlexiblestripledlightwithNon- Integral driver.The luminaire’s shall be made of Silicon extrusion with high-efficiency, high grade appearance, soft bend flexibility &OptionofTopbend,thesameshallbesodesignedwith completelymadeinIndialuminaire.Theluminaireshallhave silicon glue between optical cover & LEDchambertoensureproperIP67protection.Noneedexternal decoder.The LEDs shall have minimum CRI ≥80 (White Light)& shall have SDCM≤5. The luminaire shall have system wattage of14 Watt/meter and shall deliver 714 lumens. Fixture shall operatingtemperaturerangeof0°Cto45°C.Thefixtureshall have an Non integral driver with input voltage for 220-240 VAC, 50/60Hz. The luminaire shall have declaredlife of 50,000 burning hours. Luminaire manufacturer must have In-house NABL accredited lab to conduct LM79. The successful bidder must submit the NABL accreditation certificate for Luminairemanufactureralongwithtechnicalbid.Biddershall submitthefollowingreportsalongwithtechnicalbidLM79 report of the family of luminaire issued by NABL accredited lab, LM80issuedbyLEDmanufacturerBIScertificateforLED Luminaire. Brand name shall be embossed / printed on each an everylightfixtures.Wipromake-LF27-14-TB16-30-G1orequivalent in LT & Philips
550	SupplyofIsolated,constantVoltagetype240WLEDDriver enclosure in Extruded Aluminium metal enclosure . Driver shall be made in India compatible for RGBW luminaires with silicone pottedandIP66Protectedofsamemakeasluminaire.Output voltage of the driver 24Vdc. Driver efficiency should be greater than 85% at full load, THD < 10%, PF > 0.95 with Under and Over Voltage Cutoff Protection and 440V withstand for 8 hours minimum&souldhavelargeoperatinginputvoltagerangeof 140Vto300VAC(nominalratedvoltage–240V)with5KV internalsurgeprotection.LEDdrivershallhaveinbuiltoutput short circuit, over voltage protection, Thermal Shutdown protection. Wipro Make : LG34-240-24-10IP66 or equivalent in LT & Philips
551	Supply,installation,testingandCommissioningof2Core2C DMX cable/Patch cord Patch Endcap 1mWipro Make : C-2C-S-IP67
552	Commissioning Charges for this complete LED Fixtures
553	Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. Onsurface the cable runshall be fixedonM.S.clampsetc.of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
554	6.00 Sqmm 4 Core
555	Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic alumininum busbars as per IS8623 istulate with heat shrink sleeving and mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides.
556	The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as per direction of Engineer-in-Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only Incoming 200 Amp. TPN-1 No Outgoing 100 Amp. TPN-1 No and 63 Amp. TPN-3 Nos. Cat. B. Cubicle Type
557	Supply and fixing following capacity of automatic street light cubicle control panel painted with anticorrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case ofTPN, complete in all respect.40 A TPN
558	earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required
559	63 mm dia (OD-63 mm & ID-51 mm nominal)
560	90 mm dia (OD-90 mm & ID-76 mm nominal)
561	Excavation of foundation in ordinary soil (loam clay or sand) including lift upto1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur- plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
562	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work up to plinth level. 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 20 mm nominal size)
563	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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
564	As in item 3 but for the lighter beams i.e.having spans upto 6 m. (Using 1:1.5:3 Mix concrete)
565	All works above plinth level upto floor V level As in item 3 above but forslabs (Using 1:1.5:3 Mix concrete)
566	As in item 3 but for the Footing (Using 1:1.5:3 Mix concrete)
567	All works above plinth level upto floor V level, As in item 3 but for the Column (Using 1:1.5:3 Mix concrete)
568	Reinforcement for RCC work including straightening, cutting, bending, placingin position complete. -Thermo-Mechanically Treated bars.
569	Structural steel work riveted, bolted or welded in built up sections, trusses and framedwork,includingcutting,hoisting,fixinginpositionandapplyingapriming coat of approved steel primer all complete.
570	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc
571	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:WithChlorpyriphos/Lindane E.C. 20% with 1% concentration
572	First Class M-150 brick work in 1:6 cement and coarse sand mortar in foundation & plinth including supply of all materials, labour, tools and plantsetc. required for proper completion of the work.
573	M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required forproper completion of work for walls of 230 mmthick
574	M-150 brick work in 1:4 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 115mm (4-1/2\") thickness.
575	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 plyveneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws
576	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 bepaid for separately). Sal wood
577	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
578	Providing and fixing bright finished brass each butt each with necessary screwsetc. complete
579	125x85x5.5mm(heavy type)
580	Providing and fixing bright finished brass tower bolts (barrel type) withnecessary screws etc. complete :
581	250x10 mm
582	Providing and fixing bright finished brass door latch with necessary screws etc. complete.
583	300x16x5 mm
584	Providing and fixing bright finished brass handles with screws etc. complete.
585	125 mm
586	Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte.
587	12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approved sandmortarin1:6Minimumthicknessnottobelessthan10mm. Includingsupplyofallmaterials,labourandT&Petc.requiredforpropercompletion of work.
588	12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approved sandmortarin1:6Minimumthicknessnottobelessthan10mm. Includingsupplyofallmaterials,labourandT&Petc.requiredforpropercompletion of work.
589	12 mm cement plaster 1:3( 1 cement: 3 coarse sand)finished with a floating coat of near cement
590	Add for plaster drip course/groove in plaster the all or in ceiling vertically orhorizontally as required.
591	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20mm nominal size stone aggregate
592	Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shade Area of slab over 0.50 sqm
593	Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including primingcoat of exterior primer applied @ 2.20 kg/ 10 sqm
594	Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @0.80 ltr/10 sqm of approved brand and manufacture
595	Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, toachieve even shade and colour.Two coats
596	French spirit polishing : Two or more coats on new works including a coat of wood filler
597	Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green.Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured
598	Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete.
599	Centering and shuttering including strutting, propping etc. and removal of formfor Foundations, footings, bases of columns, etc. for mass concrete
600	Centering and shuttering including strutting, propping etc. and removal of formfor Lintels, beams, plinth beams, girders, bressumers and cantilevers
601	Centering and shuttering including strutting, propping etc. and removal of formfor Suspended floors, roofs, landings, balconies and access platform
602	Centering and shuttering including strutting, propping etc. and removal of formfor Columns, Pillars, Piers, Abutments, Posts and Struts
603	Internal Electrification
604	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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
605	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
606	40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixedwith pigment to match the shade of stone and pointing with same mortar. Red sand stone
607	ProvidingandlayingflamedfinishGranitestoneflooringin requireddesignandpatterns,inlinearaswellascurvilinear portionsofthebuildingallcompleteasperthearchitectural drawingswith18mmthickstoneslabover20mm(average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid andjointedwith cementslurry andpointing withwhite cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and asdirectedbytheEngineer-in-Charge:Flamedfinishgranite stoneslabJetBlack,CherryRed,EliteBrown,CatEyeor equivalent
608	Providingandlayingmattfinishedvitrifiedtileofsize 100x100x16mmhavingwaterabsorptionlessthan0.5% andconformingtoIS:15622ofapprovedmakeinall coloursandshadesinoutdoorfloorssuchasfootpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as directionof Engineer-in-Charge.
609	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line,levelandcurvature,jointedwithcementmortar1:3(1 cement: 3 coarse sand), including making joints with or without grooves(thicknessofjointsexceptatsharpcurveshallnotto morethan5mm),includingmaking drainageopening wherever requiredcompleteetc.asperdirectionofEngineer-in-charge (length of finished kerb edging shall be measured for payment). (PrecastC.C.kerbstoneshallbeapprovedbyEngineer-in- charge).
610	Brickwork with class 150 bricks in Foundation upto plinth level in Cement & coarse sand mortar 1 : 4 including supply of all materials, labour, T & P and curing etc. required for proper completion of the work
611	RAIN WATER HARVESTING PITS
612	Earthworkinexcavationbymechanicalmeans (Hydraulic excavator) / manual means in foundation trenchesordrains(notexceeding1.5minwidthor10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavatedsoilanddisposalofsurplusexcavatedsoilas directed, within a lead of 50 m.
613	All kinds of soil
614	Brick work with common burnt clay F.P.S. (non modular) bricksofclassdesignation7.5insuperstructureabove plinth level up to floor V level in all shapes and sizes in
615	Cement mortar 1:6 (1 cement : 6 coarse sand)
616	CEMENTPLASTERWITHAFLOATINGCOATOFNEATCEMENT
617	12mmcementplasterfinishedwithafloatingcoatof neat cementof mix :
618	1:4 (1 cement: 4 fine sand)
619	Reinforced cement concrete work inbeams, suspended floors,roofshavingslopeupto15°landings,balconies, shelves,chajjas,lintels,bands,plainwindowsills, staircasesandspiralstaircases aboveplinthlevelupto floorfivelevel,excludingthecostofcentering, shuttering,finishingandreinforcement,with1:1.5:3(1 cement:1.5coarsesand(zone-III):3gradedstone aggregate 20 mm nominal size).
620	RCC (1cement : 1.5 corase sand :3 stone aggregate)
621	FORM WORK
622	Centeringandshutteringincludingstrutting,propping etc. and removal of form for all heights :
623	Suspendedfloors,roofs,landings,balconiesandaccessplatform
624	STEEL REINFORCEMENT
625	SteelreinforcementforR.C.C.workincluding straightening, cutting,bending,placinginpositionandbindingallcompleteupto plinth level.
626	Hot rolled deformed bars
627	Boring/drilling bore well of required dia for casing/ strainer pipe, bysuitable method prescribed in IS: 2800 (part I), including collectingsamplesfromdifferentstrata,preparingandsubmitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for thejob,allcompleteasperdirectionofEngineer-in- charge, upto 90 metre depth below ground level.
628	All types of soil
629	300mm dia
630	Supplying, assembling, lowering andfixing invertical positioninborewell,unplasticizedPVCmediumwell casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
631	150 mm nominal size dia
632	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
633	Supplying,filling,spreading&levelinggravelsofsize range5mmto10mm,intherechargepit,overthe existinglayerofboulders,inrequiredthickness,forall leads & lifts, all complete as per direction of Engineer-in- charge.
634	Supplying,filling,spreading&levelingcoarsesandof size range 1.5 mm to 2 mm inrecharge pit,in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge
635	Gravelpackingintubewellconstructioninaccordance withIS:4097,includingprovidinggravelfine/medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in charge.
636	ProvidingandfixingM.S.clampofrequireddiatothe topofcasing/housingpipeoftubewellasperIS:2800 (part I), including necessary bolts & nuts of required size complete.
637	150 mm clamp
638	ProvidingandfixingBailplug/Bottomplugofrequired dia to thebottom of pipe assembly of tubewell as per IS:2800 (part I).
639	150mm dia
640	Providing,fixinginpositionofISImarkedUVstabilized UPVCpipes forventing,Type-BasperIS:13592 suitable forrubber ring joints forvertical pipes and solventcementjointsforhorizontalpipes,includingall neccessary specials and fittings (Make : Supreme / Astral/ Ajay / Ashirwad)
641	75 mm dia (Wall Thickness - 3.2 to 3.8 mm)
642	Providing and fixing in position pre-castR.C.C. manhole cover andframe of required shape and approved quality
643	Rectangular shape 600x450 mm internal dimensions
644	Providingorangecoloursafetyfootrestofminimum6 mm thick plastic encapsulated as per IS:10910, on 12 mm dia.SteelbarconformingtoIS:1786,havingminimum crosssectionas23mmx25mmandoverallminimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded leg having 2 mm tread on topsurfacebyribbingorchequeringbesidesnecessary andadequatedanchoringprojectionsontaillengthon 138mmasperstandarddrawingandsuitabletowith standthebendtestandchemicalresistancetestas per spaecifications and having manufacture\"s permanent identification mark to be visible even after fixing, includingfixinginmanholeswith30x20x15cmcement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stoneaggregate20mmnominalsize)completeasper design.
645	Supply & Placing of Manhattan 1 Table With Veneer, MDF Top With PU Polish Size W2400 X D1200 X H750 mm Model Manhattan 1 Make- Geeken/ ferris/ Fetherlite
646	Supply & Placing of High Back Chair, Pure Leather, PU Chrome Fixed Handle, Synchro Knee Tilt, Gas Lift,Chrome Base ModelGP179 Make- Geeken/Ferris/ Fetherlite
647	Supply & Placing ofVisitor Chair, Pure Leather, PU Handle, MSChrome Plated Fram
648	Supply & Placing of Three Seater Sofa, Wooden Frame, Gold Plated Leg, Leatherette Tapestry Size (in mm): 2170(L) X 960(D) X 930(H) Model Arnold3 Make- Geeken/Ferris/ Fetherlite
649	Supplying & Placing of Centre Table, Overall Size: 1200 mm X 600 mm X 450 mm, 25 mm MDF Board, Veneer PU Polish, Powder Coated Metal FrameModel Abyss Make- Geeken/Ferris/ Fetherlite
650	Supplying & Placing of Dawn1 Office Table, MDF Structure, Veneer with PU Polish Overall Size: 2400 mm X 2100 mm X 750mm Model Dawn 1 Make- Geeken/ ferris/ Fetherlite
651	Supplying & Placing of High Back Chair, Leatherette Tapestry,Chrome Cushion Arm, Torsion Bar, Gas Lift, Chrome Base Model Camy 1 Make- Geeken/ Ferris/ Fetherlite
652	Supplying & Placing of Visitor Chair, Leatherette Tapestry, Chrome Cushion Arm, Chrome Plated Pipe StandModel Camy 3 Make-Geeken/ Ferris/ Fetherlite
653	Supplying & Placing of Wooden Storage, Particle Board Structure Size-W 1800 X D 450 X H 750Model Storage 8 Make- Geeken/Ferris/ Fetherlite
654	Supplying & Placing of Three Seater Sofa, Wooden Frame, Wooden Gold Plated Leg, Seat Back Asmara Fine Leatherette Tapestry Size (in mm): 2120(L) X 900(D) X 850(H) Model Stephen 8 Make-Geeken/ Ferris/ Fetherlite
655	Supplying & Placing of Centre Table, 18mm PLPB Top, Anodize Aluminium Section Frame Size 1200 X 600 X 450mm ModelAdmire Make- Geeken/ Ferris/ Fetherlite
656	Supplying & Laying of Conference Table, Particle Board Edge Banded Top Size W7800 X D1800 X H750 mm, Model Conference13 Make- Geeken/ ferris/ Fetherlite
657	Supplying & Laying of Medium Back Chair, Chrome Cushion Arm, Swivel Tilt, Gas Lift, Chrome Base , Model Grace2 Make- Geeken/ferris/ Fetherlite
658	Supplying & Placing of Back Storage Unit, 18mm PLPB, Extruded Aluminium Profile Size-W750 X D450 X H2200mm ModelEWOKE 6, Make Geeken /Fetherlite//Ferris
659	Provding & fixing of LED Screen 72\" Make LG/ Samsung/ Sony
660	Jazz 45mm partition Workstation :- 45mm Thick Pertition Base Systems, 25mm Thick table Top size of 2400W x 600D With Supported on 18mm Thick gable End and 45mm Thick Partition (1200H) (Lower Block Laminate and Upper Block Pin-Up/White Marker) With Electrical Raceway for Wire Runing ...
661	Storage:-Medium Height storage 600W x 650D x 1200H Madeby 18mm Thick laminate With Swing Shutter
662	Storage:-Medium Height storage 1100W x 400D x 1200H Madeby 18mm Thick laminate With Swing Shutter
663	Staff Chair :-Chair ES-315
664	Supply & Placing of 3-seater office Sofa
665	Designing & Making of Modular Kitchen including chimney, cup and saucer, cabinates, cupboards as per Drawing & Design and all required necessary fittings as per direction of engineer and Architectin charge
666	Designing & Making of Modular Pantry including, cup and saucer,cabinates, cupboards and all required necessary fittings as per direction of engineer and Architect in charge
667	Interior Work of Karykarni Hall (including Chair & table, carpet, (all materials are customized if required )etc all complete in direction ofearchitect in charge.
668	Providing & Fixing of Knouf Soundscape HEXAGON SHAPE TRAFFIC WHITE SCRIM -WITH EMBEDDEDFRAMES1200x1200x30MM etc all complete in direction ofengineer in charge (Make-APPROVED MAKE - Knauf (Armstrong)/ SAS International/Linderer)
669	DSR 12.45.3 : Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with 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 and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishingwith jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer\"s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum moisture resistant board
670	Providing and fixing 100 mm thick wooden partition upto false ceiling but frame work upto Ceiling including kail wood member 50x50mm full height 600mm C/C including both side 19 mm thick both side bwp ply with 4 mm thick Veneer including all necessary screw, fittingsall complete in direction of engineer in charge. measurement should be measured upt ceiling height.(BWP Ply & Laminate : century, greenply & Merino make)
671	Providing and laying Gypsum panel partitions 100 mm thick with water proof Gypsum panels of size 666x500x100 mm, made of calcite phosphor Gypsum fixed with tongue and groove, jointed with bonding plaster as per manufacturer’s specifications in superstructure above plinth level up to floor V level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2
672	Providing and fixing wall panelling using Kail wood frame of size 50x50mm @600 mm c/c in both directions duly treated with anti- termite treatment making grooves painting of grooves specification and drawing using 12 mm thick bwp ply with 4 mm thick veener complete with required hardware Screwcomplete as per design, as directed by engineer incharge (BWP Ply & veener : century, greenply & Merino make)
673	Providing & Fixing of Knauf Fibre Glass Acoustical Suspended Ceiling System with 15 mm thick Optra Microlook 90 Edge Tiles with Knauf Suprafine 15mm face exposed grid. The tiles shall have smooth laminated visual with Humidity Resistance (RH) of 95%, NRC 0.85 – 0.95(Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000Hz and 2000 Hz) as per ASTM C423 standard, Light Reflectance ≥88% as per ASTM E-1477, Colour Pebble White/Black, Fire Performance of Class 0/1 as per BS 476 Part 6/7 with 15mm Square Tegular/Microlook 90˚ edge and 8mm drop in module size of 600 x 600mm. It shall be suitable forGreen Building application, with Recycled content of 85%. SUSPENSION: The tile shall be laid on Knauf Suprafine 32 with 15 mm wide T - section flanges colour global whitehaving roll formed double stroke rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 32mm (all sections). The end details of the cross tee shall be made of pre hardened steel and fixed to the ends of the cross tee to provide double locking between “cross tee to cross tee” and “cross tee to main beam”. All main beam to main beam and cross tee to cross tee connection shall have a pull out strength of more than 100kg. The T Sections shall be made of hot dipped galvanized steel of 90 gsm as per IS 277 (2003) and pre-painted steel with baked polyester paint with 0T bending capability.To ensure specification of tiles, Manufacturers Test Certificate is requiredhavingcomplete site address& duly signed by Manufacturer. INSTALLATION:To comprise main runner spaced at 1200mm securely fixed to the structural soffit using Knauf suspension system (specifications above) at 1200mm maximum. The First/Last Knauf suspension system atthe end of each main runner shall not be greater than 450mm from the adjacent wall along with the first and the last main beam shall be at less than 600mm from the wall. Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm to form 1200 x 600 mm module.Cut cross tees longer than 600mm require independent support.600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees.Perimeter trim to be Knauf wall angles of size 3000x19x19mm, secured to walls using screws at 450mm centre to centre maximum. Installation should be carried out as per Knauf recommended procedure and designs approved by the Architect/ Engineer-in-Charge. KNAUF SUSPENSION SYSTEM - accessories supplied by Knauf consisting of M6 Anchor Fasteners with hanger hole, pre-straightened hanger wire of dia – 2.5 mm of 1.80 m length having a tensile strength of 344-413 MPa and a minimum loading strength
674	Providing &Fixing of KCS Mineral Fibre Acoustical Suspended Ceiling System with 15mm thick Sierra OP Tegular 15/90 Edge Tiles with KCS Silhouette 15mm face exposed grid.The tiles shall have smooth laminated visual with Humidity Resistance (RH) of 95%, NRC 0.85 (Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) as per ASTM C423 standard, CAC of 25db as per ASTM E1414, Light Reflectance ≥86% as per ASTM E-1477, Thermal Conductivity λ = 0.040 W/mK, Colour Global White, Fire Performance of class A2-s1, d0 according to EN 13501-1 with 15mm Tegular 15/90˚ edge and 8mm drop in module size of 600 x 600mm. The scrim on the face of the tile shall be cleanable and classified as ISO 14644-1 cleanroom class 5. It shall be suitable for Green Building application, with Recycled content of 43% VOC Emissions (French) class of A+. The tile shall have Environmental Product Declaration as per ISO 14025 and EN 15804+A2. The tile shall have certifications from GRIHA and GreenPro thereby confirming that it is an environment friendly product. To ensure specification of tiles, Manufacturers Test Certificate is required having complete site address & duly signed by manufacturer.SUSPENSION: The tile shall be laid on KCS Silhouette 38 profile grid system with 15mm white flanges incorporating a 6mm central reveal in white/black colour with mitred ends & “bird’s mouth” notches to provide mitred cruciform junctions colour global white (Matching to tile color).Grid shall have double stroke rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm (all sections). The deflection loading of the system shall be 7.9 kg/m2 (as perstandard installation layout mentioned below) and main beam tested as per
675	ASTM C635 (Deflection limit less than L/360) with a deflection loading of9.5 kg/m. The end details of the cross tee shall be made of pre hardened steel clip fixed to the ends of the cross tee to provide double locking between “cross tee to cross tee” and “cross tee to main beam”. All main beam to main beam and cross tee to cross tee connection shall have a pull out strength of more than 100kg. The T Sections shall be made of 90 gsm as per IS 277 (2003) pre-painted steel with baked polyester paint of 0T bending capability.INSTALLATION: To comprise main runner spaced at 1200mm securely fixed to the structural soffit using KCS suspension system (specifications below) at 1200mm maximum. The First/Last KCS suspension system at the end of each main runner shall not be greater than 450mm from the adjacent wall along with the first and the last main beam shall be at less than 600mm from the wall.Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm to form 1200 x 600 mm module.Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the1200 mm cross tees.
676	Providing and Fixing Knauf SoundScapes Shapes - Acoustical clouds which are 30 mm thick, flat glass fibre panels of Humidity Resistance RH 95%, with embedded frame made of aluminium extruded section of 38X10mm of grade 6063-T6as per dimension mentioned in below table for reinforcement and secured hanging. Embedded extrusion shall have grub slot with pre inserted nut for group hanging and connected using Aluminium die casted corner connector with ¼” – 20 threading for hanging using cable adjuster for independent clouds. The form of SoundScapes Shapes - shall be Hexagon in standard Traffic White color with light reflectance 90% as per ASTM 1477-98 or in the color specified by the Architect / Engineer in charge (Shell / Tangerine / Cranberry / Moss / Kiwi / Reef / Lagoon). The SoundScapes Shape shall be made of Glass fibre panel withdensity of 110- 120 Kgs/m3 along with acoustical sound absorbing scrim on the face to achieve sound absorption as per below mentioned table in accordance with EN ISO 354 :2003 (average of 500-4000Hz). The face and edges shall be finished with matching water-based texture paint. Individual SuspensionThe panel shall be hanged using deck hanging kit comprising of griper structure anchor & cap of dia. 20mm, spring loaded bottom end cable adjuster of dia. 9mm and 2.4m long aircraft cable of1/16” dia. The number of deck hanger will be as per Table 1 above. Suspension System DetailsComponents1) Griper structure anchor, 2) Gripper anchor cap 3) Cable adjuster 4) Aircraft Cable Cable adjuster Spring loaded bottom end cable adjuster of dia. 9mm and 45mm long Aircraft cable Material Galvanized Steel Aircraft cable dimension 1/16” Ø x 2.4m Tolerance±1mm Group Installation Group installation shall be carried out using a secondary structure made of Group framing kit comprising of AluminiumextrudedU-shape section of dimension 25 x 25 x 3658 mm(L) having holes at the bottom at a pitch of 51mm for connecting section to each other in line / perpendicular using frame splice / frame alignment kit respectively. The panel shall be hanged to this secondary frame using panel hook for 50/75mm drop having height of 139 & 165mm / 165 & 190mm respectively.Suspension System Details Base material secondary frameAluminium extrusion Frame section dimension 25 x 25 x 3658 mm(L)Connecting accessories.Frame splice kit, Frame alignment kit.Panel Hanging accessories Panel hook clip 50mm drop (139 & 165mm height) / Panel hook clip 75 mm drop (165 & 190mm height) Tolerance±2mmINSTALLATION: Individual Suspension.The panels to be suspended individually using the Knauf SoundScapes Deck hanging kit as per the number specified in above Table 1.Hanger Wire Attachment to Structure: Attach the gripper structure anchor to the true ceiling using an appropriate fastener (1/4\"-20 Threading) that will carry the full weight of the panels. Insert the end of the cable into thegripper anchor cap. Screw the gripper anchor cap completely into thegripper structure anchor.
677	Fixing 2.5%
678	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 for all lift, as directed by Engineer-incharge.All kinds of soil
679	Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil
680	Providing and laying Cement Concrete 1:4 : 8 (1 Cement : 4 coarse sand : 8 graded stone agg.40 mm. nominal size) with cost of centring and shuttering in foundation and under floors including curing, supply of all materials, labour, T & P etc. required for proper completion of the work
681	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.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works Upto plinth level upto floor V
682	All works Upto plinth level upto floor Vlevel Concrete of M25 grade with minimum cement content of 330 kg /cum,
683	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treatedbars of grade Fe-500D or more.
684	12 mm cement plaster of mix :1:6 (1cement: 6 coarse sand)
685	Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry: 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applyingthe same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer- in-charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm
686	Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm
687	Supplying, Testing, & Installation of Fountain for Waterbody as per Drawing & design, including all panel & Lighting and Approval of Engineer / ConservationArchitect in charge
688	TENSILE FABRIC CONOPY

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Tender For Conservation, Structural Restoration And Renovation Of Town Hall (Municipal Corporation Headquarters) Construction Work In Nagar Nigam Prayagraj - Dismantling Work 2 Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including St, Prayagraj-Uttar Pradesh

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Tender For Conservation, Structural Restoration And Renovation Of Town Hall (Municipal Corporation Headquarters) Construction Work In Nagar Nigam Prayagraj - Dismantling Work 2 Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including St, Prayagraj-Uttar Pradesh

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