DCSEM/CQD/QSC/ TWT/NIT/19/21-22 dtd 13.10.2021

Amount

GENERAL ABSTRACT

PART A : CIVIL WORKS

PART B : REBATE.

Description of Work / Item(s)

Amount

Depth not exceeding 1.50m from ground level.

Depth exceeding 1.5m & up to 3.0m from ground level

Depth exceeding 3.0m & up to 4.5m from ground level

Depth not exceeding 1.50m from ground level.

Depth exceeding 1.5m & up to 3.0m from ground level

Depth exceeding 3.0m & up to 4.5m from ground level

Depth not exceeding 1.50m from ground level.

Depth exceeding 1.5m & up to 3.0m from ground level

Depth exceeding 3.0m & up to 4.5m from ground level

Cement concrete of specified grades at alllocations & depths for the following works usinggraded stone aggregate of 20mm maximum sizeincluding necessary form work, machine mixing,transporting, placing in position consolidation,finishing, curing etc. complete all as perspecifications, drawings & as directed by theEngineer in Charge. Note:Nominal reinforcement if provided shall be measured & paid under relevent item.

PCC of grade M15 in sub base flooring, foundation, pedestals, cable pits, cable trenches, plinth protection etc.

Reinforced Cement Concrete of grade M-30 infoundation, plinth & superstructure for all type of Structural/ RCC elements conforming to IS456-2000 , IS 3370 (latest) and IS 13290-2002using 20mm. maximum size down graded stoneaggregate including machine mixing, conveying,placing in position, mechanical consolidation,finishing, curing etc. complete as perspecifications and drawings for the followingetc. complete as directed by Engineer -in-Charge. Notes for reinforced cement concrete. a) Cement for structural works shall beOPC/PPC ISI marked and duly approved bythe Engineer-in-chargeb) PPC/blended cement of ISI marked shallonly be used for finishing works on priorapproval of Engineer-in-charge c) All RCC work shall be controlled concreteunless otherwise specified and shall becarried out strictly in accordance with thedrawings and specifications.d)The rates for RCC works shall be exclusiveof cost of reinforcement and form work unlessotherwise mentioned.e) All coarse aggregate to be of 20mm.maximum size & uniformly graded unlessotherwise mentioned.f) The minimum cement content for watertank shall not be less than 330 kg/cum andnot more than 400 kg/cum.g) For all RCC items, the rates quoted shallinclude the following without any extra cost tothe Department :i) Fixing at correct level and in properalignment the inserts, pipe sleeves, pipebends, hooks, puddle flange,other pipespecials and embeded parts etc. supplied by /through the dept.ii) Cut outs, nitshes, pockets, constructionjoints etc.h)Test for Concrete shall be done as per IS 456-2000 and the cost of the same shall be borne by the contractor.

For all type of structural / RCC elements with all geometrical shapes.

Extra for providing RMC (Ready Mixed Concrete)for all type of structural/ RCC elements &PCCworks confirming to IS 4926 (latest) in lieu ofconventional RCC items and PCC items supplied by approved RMC manufactures includingtransporting, pumping etc. as per instructions ofthe Engineer -in- Charge.Notes :- i) The contractor shall obtain prior approval forRMC manufacturer from Engineer in Chargein writing.ii) The rate shall apply for all levels andlocations including all type of structure etc.iii) Extra for RMC in lieu of conventional RCC andPCC of any grade mentioned elsewhere in shallbe measured and paid under this item

Providing, erecting, fixing in position striking /removing and cleaning steel / timber shuttering & centering for form work infoundation , plinth or tie beams,lift pits, cable trenches, electrical pits etc. atall locations for all geometrical shapes inplain,curved surfaces of structural / RCCelements including chamfers, splays, keys,wedges, props, rails, bracings, brackets,cutting holes for pipes etc., providing & applying approved form oil on all surfaces ofform work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, allmaterials, labour etc. complete as per specifications drawings and as directed by theEngineer-in-charge. .a) Area of form work in contact with concreteshall only be measured for payment & stopboards for construction joints etc. will not bemeasured for payment.b) The rate for formwork shall include all type ofstructural/ RCC elements and all geometricalshapes including circular and any other curvedsurfaces..c) For double/ multi stage shuttering designcalculations and details / drawings for scaffolding shall be submitted by the contractor well inadvance. Prior written approval of form work shallbe obtained from Engineer in Charge, before commencement of work.

Reinforcement for RCC work includingsupplying, delivering, storing of variousdiameters as required at site of work includingloading, unloading, transporting, decoiling,straightening, cutting, bending, placing inposition at all locations & levels and bindingwith 18 gauge, soft drawn annealed steelbinding wire including carrying out varioustests as required etc. all as per specifications,drawings & as directed by the Engineer incharge.Note:i)The cost of binding wire shall be borne bythe contractor and binding wire shall not bemeasured for payment.ii) Fusion Bonded Epoxy Coating shall be carried out as per IS 13620:1993 latest edition .iii) The contractor shall obtain prior writtenapproval in advance from the Engineer inCharge for the factory for Fusion Bonded EpoxyCoating of reinforcement steel.

Fusion Bonded Epoxy Coated ThermoMechanically Treated bars of grade Fe-500Dmanufactured by SAIL, TATA STEEL, andRINL only .

Disposing off the surplus excavated materialsby mechanical transport outside Anushaktinagar colony with all lifts, loading,unloading, as per specifications & as directedby the Engineer in Charge.Notes i) Voids @ 20% for soils and 50% for soft / hardrock shall be deducted from fully loaded truck measurements to arrive at the net quantity forpayment, in case direct measurement is not possible. ii) Royalty for excavation, transportation, dumping, filling for earthwork, debris,etc. including obtaining permission from statutory authority, if any shall be done by the contractor.

Providing and laying dry rubble stone hard coresoling of following consolidated thickness in subbase to floor and in plinth protection to requiredlevels and lines with first quality rubble, handset, well packed including providing and filling the interstices with smaller stone chips,of approved quality supplying & finishing / blinding thesurfaces with approved blinding quality murrum/ stone dust including watering,consolidation etc. all complete as per specification drawings & as directed by Engineerin Charge. Note:- The smaller stones for filling interstices and murrum/stone dust shall be supplied by the contractor. a) Stone supplied by the contractor

230mm consolidated thickness.

Providing random rubble masonry with roughdressed hard stone below plinth in foundation,plinth,retaining wall, culverts,storm water drainsand other structures including compound walletc. in cement mortar 1:6 including throughstone, header stone, bond stone, quoins etc.well packed including filling the interstices withsmaller stone chips, striking, raking out joints &finishing the joints, including scaffolding, curingetc. all complete as per specifications, drawings and as directed by the Engineer in Charge.

Cement pointing to random rubble masonrywall with cement mortar1:3 including rakingout joints, pointing neatly and finishing thejoints , curing, scaffolding etc. complete all asper specification, drawing and as directed by the Engineer in charge.

Raised and cut pointing

Providing and laying patent box type cementbased water proofing treatment of approvedagency for basement raft and vertical wall at alllevels & locations as per specification of the waterproofing agency including cleaning of surfaces,curing and testing the basement raft for watertightness, rectification of defects if any, etc.complete as per specification and drawing and asdirected by the Engineer-in-charge as per the following. Notes for waterproofing works: a) The contractor shall get written approval fromthe Engineer-in-charge, for the water proofing agency is engaged and shall submit thespecification of the waterproofing agency before commencement of work. b) The contractor shall test the surface wherewater proofing treatment provided for bone drycondition by filling up with water. No wet patches or leaks shall appear on the surrounding wall orunder side of the slab. c) The contractor shall furnish guarantee bond onappropriate stamp paper in the proforma as perSection 10 (iii) of Condition & Clauses of Contract2008 for the entire waterproofing treatment formaintaining the surroundings and under sidesurfaces of the waterproofing treated area in bonedry condition for 10 years. During the guaranteeperiod the contractor shall attend all leakages,defects etc. if noticed, free of cost, starting thework of checking up and rectification within aweek's time from the date of intimation about suchleakages/ defects. d) The Contractor shall keep the water tank filledwith water after the water proofing work has beencompleted and shall clean it before handing over.At no time shall the water tank be kept empty.Testing for the bone dry condition for the waterproofing work carried out shall again be done,before handing over the flats, if found necessary by the Engineer- in-charge. a) Providing 50 mm to 70mm thick water proofingtreatment for base / floor consisting of :- i) 1st layer shahabad stone of approx. size600x600x20mm thick of approved quality, (roughstone slab) over a 25mm thick base of cementmortar 1:3 (1 cement:3 course sand) mixed withwaterproofing compound conforming to IS:2645 inthe recommended proportion. Joints sealed andgrouted with cement slurry mixed with waterproofing compound conforming to IS: 2645 inproportions recommended by the manufacturer. ii) 2nd layer of 25mm thick cement mortar 1:3 (1cement : 3 coarse sand) mixed with waterproofing compound in recommended proportions. iii) Finishing top with stone aggregate of 10mm to12mm nominal size spreading@ 8cudm/sqmthoroughly embedded in the 2nd layer. b) Providing and laying integral cement basedtreatment for water proofing on the vertical surfaceby fixing shahabad stone of approx. size600x600x20mm thick of approved quality,(roughstone slab) with cement slurry mixed with waterproofing compound conforming to IS: 2645 inrecommended proportion with a gap of 20mm(minimum) between stone slabs and the receivingsurfaces and filling the gaps with neat cementslurry mixed with water proofing compound andfinishing the exterior stone slab with cementmortar1:4(1 cement: 4 coarse sand) 20mm thickwith neat cement punning mixed with waterproofing compound in recommended proportioncomplete at all levels and as directed by Engineer-in-charge. Refer Additional Notes for Complete item description & scope of work for this SOQ item no. 14 of Part A.

Providing cement based waterproofingtreatment to the inside surface of water tank by giving injections to concrete bottom slab and walls as required with cement and approved waterproofing compound solution to fill up all inherent holes, voids, honeycombs etc. in concrete and treating the floor and walls withwaterproof mortar as per specifications ofspecialised waterproofing agencies, finishing with neat cement smooth with trowel in cement colour and testing of water tank by filling up with water as perspecifications etc. The thickness of treatment on the floor will be 50 mm and on the walls about 20mm all complete as per drawing, (Cement mortar 1:4 with waterproofing chemical @2% of cement) specificationand as directed by the Engineer in Charge

Cement plaster in single coat with cementmortar at all floors, heights, slopes andlocations on plain or curved surfaces including rounding wherever required including to preparethe surface even and smooth to correct line,level, plane and plumb including scaffolding,curing etc. complete as per specifications,drawings and as directed by the Engineer incharge Notes: a) Before commencement of plastering, the area shall be cleaned, wetted and shall bemarked with 'Thiyyas' or 'Tapanis' and shall be got approved by the Engineer-in-charge. b) Whenever the electrical contractor/ agencyhas to fix up switch boxes in walls, necessary Thiyyas or 'Dhadas' shall be arranged prior to plastering so that the electrical boxes are fixed properly in line with the finished plastered surfaces. c) Finishing around the junction boxes shall bedone at all floor, level and position to the line,level and right angles as required while carrying out plastering work. d) No extra claim/cement consumption shall be entertained by the department for the plastering done more than the specified thickness shown inthe schedule of quantities, to bring the plastered surface to perfect line, level and plumb with adjoining columns and beams.

6 mm. thick plaster in CM (1:4) for ceiling,exposed concrete surfaces, soffits of all slabs,coffered slab beams of all size & shapes on plain/curved surfaces including rounding whereverrequired, soffit of stair case waist slab etc.

15mm thick plaster in cement mortar 1:4 mix for internal brick/concrete surfaces for all walls and beams flush with walls, mullions etc.

Sand faced external / internal cement plaster asspecified below in cement mortar 1:4 at all heights and locations including scaffolding,preparing the surfaces, finishing and renderingwith sponge to correct line, level and plumb,curing including making grooves, vatas, plasterfluting (plaster in steps) etc. wherever required, allcomplete as per specifications and drawings.

20 mm. thick in two coats for brick/concrete surfaces (back coat and finishing coat of 10 mm.thick each) to parapet and coping etc.

Extra for providing ready mixed plaster (RMP) inlieu of conventional plaster of thicknessmentioned below at all height and location insingle / two coats as per specifications ofapproved manufacturer like M/s. Ultratech Ltd. / M/s. Roofit including transporting, loading,unloading, mixing at site and apply as permanufacturer's specification all completelocations complete as per instructions ofEngineer-in-Charge. Notes:i) Ready mix plaster (RMP) is the replacement of conventional plaster ii)The cost towards scaffolding, curing, sponge finishing, neat cement finish, waterprofing agent / bonding agent etc. shall be measured under the items of conventional plaster. iii) Ready mix plaster (RMP) shall be measured in addition to the regular plaster items.

Internal surfaces: '6mm thick plaster in cement mortar1:4 mix for ceiling /concrete surfaces

Internal surfaces: '15mm thick in single coat for internal brick / concrete surface

External surfaces: '20mm thick in two coats for external brick /concrete surface

Supplying, laying & fixing Copper Water stopper bar (1 mm thick, 200 mm wide with brazzed joints) of following size/make to correct level, grade & alignment between the joint of RCC walls of water tank including cleaning the construction joints of loose mortar & dust, applying primer as directed, unroll the water bar slowly & carefully on the joint without pulling & stretching it too much after the primer dries a little & became sticky or tying with the einforcement bars as directed all complete asper manufacturer's specification.

Copper Water stopper bar (1 mm thick, 200 mm wide with brazzed joints)

Supplying & fixing stainless steel grade 316pipes of any diameter, railings, embeded parts and spool pieces of required diameter havingflanged ends on both sides with flange hole asper IS, following or standard available length,providing 3D x 3D and 4 mm to 6 mm thickstainless steel puddle plate welded to it where Dis the outer diameter of pipe including cutting theplate to required shape and fixing in thereinforcement at the RCC wall/ slab includingcutting the form work provided for concrete atrequired level, height etc. complete all as perspecifications and as directed by theEngineer-in-charge.

Providing copolymer polypropylene steelreinforced plastic Foot-rests / Steps of Patelbrand or equivalent. as per ASTM D - 4101specification and moulded a 16 mm dia. IS - 1786grade Fe - 500 steel reinforcing bar and in "U"shape having dimensions 263 x 168 mm andfixing in concrete / wall as shown in the drawingand as directed all complete.

Structural steel work in frames, covers, usingangles, tees, flats, bars , chequered plates,inserts fabricated out of mild steel bars, ISMC,ISMB, ,angles, pipes , plates and diaphram plates for expansion joints etc. of all shapes, sizes including supplying, cutting, fabricating, welding, erecting, making holes/chases wherever required and fixing/embedding in position in concrete/brick workwith necessary hold fasts/ screws & rawl plugs and finishing the concrete/ brick work afterfixing /embedding including painting two coatsof anticorrosive bitumastic paint on allunexposed surfaces and two coats of syntheticenamel paint of approved make and colour onall exposed surfaces over a coat of approvedsteel primer etc. complete as perspecifications, drawings and as directed bythe Engineer in charge.

Reinforced cement concrete of following grade in super structure conforming to IS 456-2000,IS 13920 atall floors and levels for all structural members inall geometrical shapes/ design as per drawingsusing graded stone aggregate of 20mm anddown graded including machine mixing,conveying, placing in position, mechanicalconsolidation, finishing, curing, etc. complete allas per drawings, specifications & as directed byEngineer in Charge.Super structure items included in this schedulepertains to all the works above plinth level uptoroof including parapets, water tanks,machineroom, terrace level works etc. unless specifiedotherwise.

For all type of Structural/ RCC Elements with all geometrical shapes. Notes for Reinforcement Cement Concretye works. a) All RCC works shall be controlled concreteunless otherwise specified and shall be carriedout strictly in accordance with the drawings,specifications and as directed by the Engineer in Charge. b) The minimum cement content for water tankshall not be less than 330 kg/cum and not morethan 400 kg/cum. c)The rates for RCC works shall be exclusive ofcost of reinforcement and form work unlessotherwise mentioned. d)All coarse aggregate to be 20mm. maximumsize and uniformly graded unless otherwisementioned. e)For all RCC items, the rates quoted shallinclude the following without any extra cost tothe Department. i) Spacers to maintain clear cover forreinforcement. ii) Fixing at correct level and in proper alignmentthe inserts, pipe sleeves, pipe bends, fan hooks,other pipe specials etc.supplied by/ through theDepartment. iii)Cut out in slabs, construction joints etc. iv)Test for concrete shall be done as per IS 456-2000 and the cost of the same shall be borne by the contractor.

Extra for providing RMC (Ready MixedConcrete) conforming to IS 4926 (Latest) in lieuof conventional RCC and PCC items of specifiedgrade, supplied by approved RMC manufacturersincluding transportation, pumping etc.,completeas per instruction of Engineer in Charge. Notes :- i) This item shall be measured in addition to the original items of RCC and PCC mentioned elsewhere in Schedule of Quantities for superstructure.ii) The contractor shall obtain prior approval ofRMC manufacturer from Engineer in Charge inwriting.iii) The rate shall apply for all levels and locationsincluding all type of structure etc.

Providing, erecting, fixing in position, striking /removing and cleaning steel / timber shuttering& centering for form work including single/multiple staging at all level & locations for allgeomatrical shapes in plain curved surfaces ofstructural / R C C elements and including rails,bracings, props, brackets, cutting holes forpipes etc., providing & applying approved formoil on all surfaces of form work coming incontact with concrete including close hacking ofall exposed concrete work after removal of formwork, all materials, labour etc. complete as perspecifications, drawings & as directed by theEngineer in Charge. Notes:- i) For double/ multi stage shuttering design calculations and details/ drawings for scaffoldingshall be submitted by the contractor well inadvance. Prior written approval of form workshall be obtained from Engineer in Charge,before commencement of work.ii) Area of form work in contact with concreteshall only be measured for payment and stopboards for construction joints will not be measured for payment. iii)The rate of formwork shall include all type of structural / RCC elements and geometrics hapes including circular and any other curveds urfaces at all level and floors including single/multiple staging etc. complete.

All type of structural / RCC elements including all geometric shapes and single /multiple staging.

Reinforcement for RCC work including supplyingsteel bars of various diameters as required atsite of work including loading, unloading,transporting, decoiling, straightening,cutting,bending placing in position and bindingwith 18 gauge, soft drawn annealed steelbinding wire including carrying out various testsas required etc. all as per specifications,drawings & as directed by the Engineer incharge. (Cost of binding wire shall be borne bythe contractor & shall not be measured forpayment).

a) Fusion Bonded Epoxy Coated ThermoMechanically Treated bars of grade Fe-500Dmanufactured by SAIL, TATA STEEL, andRINL only .i)The cost of binding wire shall be borne bythe contractor and binding wire shall not bemeasured for payment.ii) Fusion Bonded Epoxy Coating shall be carried out as per IS 13620:1993 latest edition .iii) The contractor shall obtain prior writtenapproval in advance from the Engineer inCharge for the factory for Fusion Bonded EpoxyCoating of reinforcement steel.

Brick masonry in super structure at all floorsand locations using well burnt bricks fromapproved lots of class designation 3.5(classification as per IS 1077-1992 and min.average compressive strength not less than3.50 N/mm2 ) in CM 1:6 in 230mm walls tocorrect line, level and plumb including rakingout joints, curing, scaffolding etc. complete asper specifications, drawings & as directed byEngineer in Charge. Notes:- (a)The contractor shall get approved thesamples of bricks from the Engineer-In- Chargebefore procurement on large scale and shallmaintain the same for the entire work.b) Necessary Openings/nitches/cut-outs,wherever required as per drawings and askedfor by the Engineer-In-Charge, shall beprovided by the contractor without any extracost.c) One brick wall thickness shall be consideredas 230mm and half brick wall as 115 mm andlesser wall thickness if any shall be made up tothe required dimensions by the contractor in CM1:4 to proper line, level and plumb without anyextra cost to the Department.d) The rate shall include cost of making the brickmasonry to all geometrical shapes and sizeswithout any extra cost to the Department.

Cement Concrete 50 mm thick in flooring with metallic hardner toppingat all floors and locations, consisting of at all floors and locations, consisting of under layer of 38mm thick cement concrete in grade 1:2:4 with 12mm sizeaggregate and top layer 12mm thick metallic conrete hardner wearing surface, cement being mixed with metallic flooring hardner of approved make in proportion of 4:1 (4 Cement : 1 Metallic floor hardner) by weight and cement hardner compound mixed with 6mm down graded stone aggregate in the ratio of 1:2 by volume including form work, consolidation finishing to required level, slope curing including providing aluminium dividing strips of size 25 x 3 mm for panels of about 2 Sq.m size etc. complete as per specifications and drawings and as directed by the Engineer-In-Charge.

Providing & laying mirror polished machinecut and machine polished (pre polished) kotahstone for treads/ risers / steps etc asmentioned below, laid over cement mortarbedding/ backing, close jointed and pointedwith matching cement slurry and finished toline, level plumb etc. as required, includingcuring, cutting of stone slab, making cut outs,wherever required, wastage etc. to get truesquare edges and final hand polishing all asper specifications, drawings & as directed bythe Engineer in Charge. a) For treads 25mm uniform thick in singlepiece of 1200 mm length (approx.) laid over 20mm thick cement mortar 1:4 (1 cement : 4sand) bedding, including providing factory cutthree Nos. of antiskid 5mm deep "V" shapedgrooves including moulding of the edges etc.complete .b) For risers 20mm thick in single piece of1200mm (approx.) length laid over 12mm thickcement mortar 1:3 (1 cement : 3 sand) backing. iii) On top of RCC staircase railing includingrounding to semicircle to the exposededges,mirror polishing (pre-ploished at factory), making suitable grooves between plastersurface and kotah including providing suitablebrass pins at required length etc. all completeincluding laying over 12 mm thick cementmortar 1:3 ( 1 cement : 3 sand) backing. Note :- i)The tread and risers are to be polished atfactory. The exact size are to be laid withoutany further cutting and polishing.ii) The grooves are to be cut at factory tomaintain the gap uniform. Non uniform groovesize and irregular gaps between grooves shallnot be accepted and rejected forthwithiii) The contractor is to take appropriate step toprotect the polishing surface of the tread andriser by providing and laying 6mm thich POPduring construction period. 'The surfaces areto be cleaned only at the time of handing over.

Supplying and fixing in position at all floorsintegrated bronze anodised matt finished [15micron thick], aluminium section [extruded]for aluminium door / windows - sliding tophung/ fixed/ adjustable louvers / wall spansetc. as per drawing of approvedmanufactures with extruded sections ofJindal / Hindalco sections with size andweights as shown in the drawing, for framesand shutters [including wastages if any]conforming to relevant I.S specifications withall approved bronze anodised aluminiumfittings and accessories, lockingarrangements, 2 / 3 rollers with ball bearingsfor sliding shutters of approved quality all asshown in the drawing, including providingand fixing aluminium channel beading /glazing clips fixed with necessary bronzeanodised screws, grouting the gap withthermocole & silicon sealant etc. allcomplete generally as per drawings,specifications etc., all as directed byEngineer in Charge, but excluding the cost ofglazing, which will be paid separately. Notes: -Approval of the Dept. for the complete designand shop drawing shall be obtained beforecommencement of the work. Refer Additional Notes for Complete item description & scope of work for this SOQ item no. 30 of Part A.

Providing & fixing in position double leaves galvanised pressed steel box type door shutter at all floor and location of sizes asmentioned below consisting of 40x40x4mm GIheavy duty square pipes for shutter frame with two middle stiffeners, welded with 16 gauze GIsheets,both side of square pipes , sheet and square pipes shall be galvanising coating (Class -VIII of zinc coating ), 120 gm / sqm asper IS 2629 latest , ms sheet manufactured byM/s Sail / Lloyds / Jindal fixing the frame to floor/ceiling, vertical members fixed to wall with threaded sleeves of standard quality at 600mm centre to centre including providing 16 Gauge G.I sheet, 80mm wide to vertical stiffner atcentre to the full height for each shutter bent to proper shape and providing 18G. G.I sheet louvers at bottom with G.I wiremesh as per drawing including providing necessary locking arrangement, handles, aldrops, 3 nos. detachable type hinges for each shutter (withbolt & nut arrangement) including cost of all materials, labour, drilling cutting, fabricating,welding fixing fasteners bolts, nuts, washers etc.including wastages, chasing the brick / RCCsurfaces if required and making good the same to match with surrounding finishing, grouting the fasteners sleeves/ hold fast in CC 1:2:4 to fix theframe over brick wall etc. and painting all the exposed surfaces of frame and shutter with 2coats of synthetic enamel paint of approvedmake and colour over a coat of approved yellowzinc chromate primer over a coat of "etch"primer for all surfaces all as per specification, drawings and as directed by the Engineer in charge. a) Steel door type SD1 of size 1500x2750,withtwo equal leaves shutters and louvers at bottom of each shutters as per drawing. Notes :- a)Manufacturer shall submit 6 copies of shop drawing showing the dimensions details of fabrication etc. for the approval of Engineerin charge.b)All the shutters and door frame should be detachable from the assembly whenerverrequired and the entire door unit will be flush with the finished wallc) Quated rate shall inclusive of all necessaryfittings and fixtures as shown in drawings as permanufacturer's requirement.d) The door frame (pressed steel door frame)shall be paid in relevant items f) Quated rate shall be applicable for all type ofshutter including addition / alteration if any g) The cost towards cutting/ chasing brick/concrete surfaces etc. and making good thesame while fixing shall be included in quotedrate.

Providing & fixing in position gear typeoperated by mechanically widing handle , steel rolling shutter of size 3000x2750mmconfirming to IS 6248 latest consists of 75mm wide 18G laths inner locked together through their entire length and jointed together at the end by end locks including all necessaryfixtures & fittings and M S top hood , guide channels , shutter suspension shaft with testedsprings, ball bearings, ceiling strips , locking arrangements from inside & outside, crankhandles etc. fixing guides in masonry/ concrete with necessary coach screws nut & bolts withaccessories viz MS brackets,etc. , painting two coats of synthetic enamel paint of approvedmake and colour over a coat of approved steel primer generally as per drawingsspecifications as directed by Engineer inCharge.Notes :- The measurement for rolling shutters will be asper structural opening . Hood etc.will not be measured separately.

Providing and applying 1.5mm thick cementbase wall care putty in two coats of M/s. BirlaWhite at all floors and locations, plasteredsurfaces finished smooth to correct line level,plain, plumb etc., including preparing thesurfaces, scaffolding, smoothen the puttysurfaces with very fine water proof emery paperto get a glossy finish etc. complete as perspecifications, as per manufacturersspecifications, drawing & as directed by theEngineer-in-charge.

White Cement washing in three coats in all floors andlocations for concrete / wall surfaces in shaftsincluding sand papering and cleaning thesurfaces, filling up cracks and crevices if anywith approved putty, scaffolding etc. completeall as per specifications and as directed by theEngineer in Charge.

Painting plastered / concrete surfacs with twocoats of acrylic distemper of approved colourover a coat of approved cement primerpreparing the surfaces, grinding of form workedges as required, filling with putty whereverrequired, scaffolding and cleaning etc.complete as per specifications, drawings andas directed by the Engineer in Charge.

Painting plastered / concrete surfaces withtwo coats of exterior grade acrylic emulsionpaint of Apex ultima of M/s.Asian Paints ofapproved colour and shade over a coat ofapproved exterior grade primer of M/s. AsianPaints all as per manufacturer'srecommendations and as per the approvedsample including providing necessaryscaffolding,cleaning the surface with water toremove all coating, dust, filling up cracks &crevices with approved putty, curing thesurface etc. complete as per specificationsand as directed by Engineer in Chargea) over sand faced cement plasterb) over RCC jalli (both sides of jally shall bemeasured for payment)

Supplying and fixing in position at allfloors and location stainless steel 304grade mosquito net made out of 24gauge , 16mesh shutters includingexhaust fan frames etc. of various sizeand shape fixing with stainless steelnuts and bolts to suit the aluminiumframe ( aluminium frame , beading etc.shall be paid under relevant item)including labour wastage scaffoldingetc. all complete as per drawing ,specification and as directed by Engineer-in-Charge.

Providing and fixing following type ofapproved quality glass panes for doors/windows/ ventilators/ wall spans of M/s.Modiguard / M/s. Saint Gobain / M/s.Gloverbel and fixing with aluminiumframe work including fixing aluminiumchannel beading and adjustable louversframe (to be paid under relevant item)and providing and fixing with 2 wayEDPM gasketting ,to ensure water andair tightness and neoprene cushions/gasket accommodated in grooves,necessary bronze anodized screwsetc., all complete generally as perdrawings specifications and as directedby the Engineer in Charge.

5mm thk dark tinted glass of approved shade.

5mm thk frosted glass for panes and louvers

Providing and laying integral cementbased water proofing treatment of theagency approved by department,including preparation of surface asrequired for treatment of roofs, terracesetc consisting of following operations. Asper IS: 2645:2003, With averagethickness of 115mm and minimumthickness at drain point as 65 mm. Notes:Following works are included in above item. a) Applying and grouting a slurry coat ofneat cement using 2.75 kg/sqm. ofcement admixed with proprietary waterproofing compound over the RCC slabincluding cleaning the surface beforetreatment. b) Laying cement concrete using brokenbricks/ brick bats 25 mm to 100 mm sizewith 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with proprietarywater proofing compound over 20 mmthick layer of cement mortar of mix 1:5 (1cement : 5 coarse sand) admixed withproprietary water proofing compound torequired slope and treating similarly theadjoining walls up to 300 mm heightincluding rounding of junctions of wallsand slabs. c) After two days of proper curingapplying a second coat of cement slurryadmixed with proprietary waterproofingcompound. d) Finishing the surfaces with 20 mm thickjoint less cement mortar of mix 1:4 (1cement : 4 coarse sand) admixed withproprietary water proofing compound andfinally finishing the surface to receive theChina Mosaic waterproofing treatment. e) The whole terrace so finished shall beflooded with water for a minimum periodof two weeks for curing and for final test. All above operations to be done in orderand as directed and specified by theEngineer in Charge.

Providing china mosaic water proofingover concrete/ plastered surface ofhorizontal, vertical, sloped/ curvedsurfaces, rounded vatas, sharp corners,junctions etc., using broken pieces ofmono coloured approved quality ceramictile laid over and including 20mm thickcement mortar 1:3 screed mixed withapproved waterproofing compound @ 2%by weight of cement, cost of all materials,labour, curing, breaking the tiles to thepieces of required size and shape, laying/fixing the tile pieces to the required line,slope, levels etc., providing extra screedas required for quick & easy flow ofwater, curing etc., at all heights includingnecessary scaffolding, cleaning thesurface initially with saw dust and finallywith acid all as per specifications and asdirected by the Engineer-in-Charge.

Dismantling brick works, PCC, RR Masonryworks etc. by chiselling at all floors and levelsincluding scaffolding, stacking of serviceablematerials and disposing of unserviceablematerials with in lead of 150m & all as perspecifications & as directed by the Engineer in Charge.

Dismantling RCC works by chiselling at all floorsand levels including scaffolding, cutting of reinforcement bars by gas cutting straightening & stacking of steel bars and disposing of unserviceable materials within lead of 150m & all as per specifications & as directed by the Engineer in Charge.

Providing & laying NP 2 class of following RC hume pipe including makingholes in masonry/ concrete workwherever required, making good the holesafter laying the hume pipe with collarjoints using stiff mixture of cement mortar(1:2) and sealing open ends with woodenbush etc. all complete as perspecifications & as directed by theEngineer-in-charge.

150mm dia. pipes

250mm dia. pipes

Providing & fixing in position GI chickenwire mesh (Hexagonal shape) of 12mmsize hole, 22 Gauge of M/s.Arpitha Exports or at par quality with necessary Uhooks, clips or nails at all floors andlevels, wherever required as perspecifications, drawings and as directedby the Engineer in Charge. (Only area ofchicken mesh provided shall bemeasured for payment).

Supplying and fixing following size uPVC UV-Stabilised soil /waste quality pipes and fittings ( SWR ) for soil, waste,vent, antisyphonege, HVAC waste pipe and rain water pipelines consisting following items of work:- Including all fittings as per IS standard. i) Supplying uPVC UV-Stabilised Soil / wastepipe as per IS:13592 and IS:14735 Grade-B withFittings of Supreme' make

110 mm dia.

Providing and fixing HDPE sheet flashing fabricated bywelding HDPE flexible sheet with 160 / 110 mm dia HDPEpipe about 400mm long for PVC rain water pipes, fixing thesame on RCC/cement concrete surface using approvedsynthetic glue, covering the HDPE sheet wateright withcement mortar 1:2 mixed with water proofing compound andforming the proper shape and grade and finishing with inletmouth of rain water pipe, cutting RCC slab or wall ifrequired, including the cost of bitumen, cement mortar etc.complete all as per specification and as directed by theEngineer-in-charge.

450 x 450 mm size HDPE sheet Flashingfabricated from 8mm HDPE sheet and PN 6grade 110mmdia HDPE pipe

Providing & fixing precast EVERLAST CompositeManhole covers as per approved by Compitant athority /Engineer in Charge tested as per IS:1726. with engravedname of department and year as specified/approved,including cost of necessary hardware, 1:2:4 grade concret1:2:4 grade concrete for fixing frame, bed block (bearingcourse) and capping including necessary form work andCM 1:2 mortar for fixing the frame & for plasteringexposed surfaces of concrete bed block (bearing course)and capping finished smooth with floating coat of neatcement etc., complete as per specifications, drawings andas directed by the Engineer in Charge

Circular Medium duty ( Grade MD - 10 designation as per IS:1726) frame and cover 600 mm dia of approved colour by Engineer in Charge

Providing and fixing approved quality machine cut, mirror polished 18 mm uniform thick Granite stone slab for frame in single piece 100 to 200mm wide in position at all floors and locations laid over 20 mm thick cement mortar 1:3 bedding/ backing in correctline, level and plumb, closed jointed,machine grouting, cement slurry, curingincluding cutting of stones to get rounded exposed edges, wastage, final handpolishing, rounding of free exposed stoneedges etc. complete as per specificationsand drawings.

18mm thick jet black granite stone door frame If it is in two pieces and one full pieceis to be used then the second piece 100 %area adhesive to be applied and woodengutties 6 no/frame to be placed at hingelocations in brick work for fixing hinges for toilet including providing and fixing 75mmlong stainless steel screws 3 nos. in each vertical stone with rawl plug by drilling with high frequency power drilling machine as approved by Engineer in charge

Providing & fixing pressed steel door frames offollowing profile fabricated out of 1.25mm. thickG.I sheet of coating (class VIII of zinc coating)120 gram/ sqm, manufactured by Sail / LloydsJindal or equivalent of profiles / size generallyconforming to IS 4351-2003 with suitableone/two set rebates for fixing shutters and alsorebate suitable for fixing fixed glazing includinghole for self tapping screws wherever shown inthe drawing, each frame to contain hinge jamb,lock jamb and head all rigidly fixed together withwelded / mechanical joints with back plates /angles to correct shape & angles includingproviding and fixing base ties with GI channel l50x25mm 1.25mm. thick suitable section to suitfloor thickness / angle thresholds with MS angle 25x25x3mm.6 nos. of adjustable lugs per frame,providing and welding of 40x40x5mm, 150mmlong angle cleats for hinges with necessarytapped holes for fixing countersunk headedmachine screws to suit heavy duty oxidised/stainless steel hinges ofsize125X65x2.8mm/125 x76 x2.80mm100x59x2.60mm/75 x 48 x 2.45 mm or weldingthe hinges /piano hinges etc. and finishing thesame to smooth etc.(but excluding the cost ofhinges which shall be paid under the relevant item) including providing each door frame withnecessary lock strike plates, mortar guards,buffers, bushes etc. 'required for tower bolt / painting the exposed surfaces withtwo coats of synthetic enamel paint of approvedmake and colour over a coat of red oxide / zincchromate primer and painting the unexposedsurfaces with two coats of anticorrosivebituminous paint, after rectifying the damagedPU primer due to transport including filling thehollows of door frame with C.C.1:2:4 using12mm. thick down graded stone aggregate etc.all complete as per drawings, specifications andas directed by Engineer in charge.

Profile 80 x 60 mm with single rebate

Cement plaster 18mm thick in skirtingwith cement mortar 1:3 (1 cement : 3coarse sand) finished smooth with afloating coat of neat cement correct toline, level and plumb including rounding ofjunctions with flooring etc. complete asper specifications and drawings & as directed by Engineer in charge.(using ready mix plaster)

Providing & fixing G.I mesh in a 100x100x4mm IRC fabric centrally placed incover of RCC slab/ beam etc. at all floor andlocations, tied with 18 gauge soft drawnannealed steel binding wire/ welding to slab/beam reinforcement etc. complete.

Providing and fixing curved shaped roofing including facia etc with hot dip galavanised roofing sheet 0.5mm thick colour coating of 20 microns thickness(DFT) on exposed surfaces and 5 microns on internal surface or as permanufacturers specifications of approved shade and colour, fixing to trusses at all levelsincluding placing and fixing in position, bendingto shape, cost of all materials, labour, tools andplants required for completion of work, alloverlaps, metring wherever necessary,stainless steel anchor bolts, nuts, washers,making the roof leakproof all as permanufacturer's specificationall etc. complete asper drawings and as directed by the Engineer inCharge.

Providing & laying at all floors & locationsVitrified tile of approved manufacturers,complete range of premium quality except DC series (double charge) of 600x600mm size,having 8.5mm thickness (or shall be as permanufacturers specification) in flooring /skirting / dado/ clading at all floors andlocation in approved pattern and colour laid overcement mortar bedding/ backing, close jointedand grouted with white cement slurry andapproved pigment as per manufacturer'sspecifications, finished to level, line, slope andplumb, cutting of tiles, wastage, makingopenings / cut out if neccesary, final cleaning ofsurfaces, curing etc. complete all as perdrawings, specifications & as directed byEngineer in charge.

In wall cladding laid over 12 mm thick CM 1:3 ( 1 cement : 3 sand) backing, including existing plaster removal and hacking if any.

Providing waterproof cement mortar 1:3 mixed with Con-Bond Chemical of M/s. EssenConstruction Chemicals or equivalent @ 10kg/ bag of cement including racking out of thejoints 25 mm wide x 25mmdepth, cleaning,mixing the mortar in appropriate ratio, filling inthe 25 wide x 25 mm depth racked out jointsof RCC, brick work, also extending the mortarprojection with about 100 mm wide, 10 to 12mm thick over the joints, curing, single/ double scaffolding wherever required etc.complete all as per specifications and as directed by theEngineer- in- charge.

Description of Work / Item(s)

Amount

Part - B: Rebate: 'Rebate for dismantling of erected/installed old materials from site and taking away the same as directed by Engineer-in-Charge. The scope of work includes dismantling structural steel by cutting with mechanical cutter / gas cutting at all floors and levels including scaffolding, cutting of reinforcement bars by gas if any cutting straightening & stacking of steel bars ,as directed by the Engineer in Charge. Note: The amount for this Part - B rebate item will be substracted from Part - A to arrive the total amount quoted in General Abstract.

K Rajesh and Company

ANS Constructions.com

Renjin Construction

K Rajesh and Company

ANS Constructions.com

Renjin Construction

Renjin Construction

ANS Constructions.com

K Rajesh and Company