Balance Internal works for 52 Flats Type VE

Amount

General Abstract of Cost

PART I : CIVIL WORKS

PART I I : PUBLIC HEALTH ENGINEERING WORKS

Description of Work / Item(s)

Amount

Abstract of Cost for Civil Works

Part IA : Super-structure (Structural)

Part IB : Form work

Part IC : Steel Reinforcement work

Part ID : Masonry work

Part IE : Flooring work

Part IF : Doors and windows

Part IG : Fittings and Fixtures

Part IH: Waterproofing treatment

Part II : Plastering work

Part IJ : Painting work

Part IK : Miscellaneous work

Description of Work / Item(s)

Amount

PART 1 : SUPER-STRUCTURE (STRUCTURAL) Note:- Super structure items included in this schedule pertains to all the works above plinth level up to roof including parapets, water tanks, machine room, terrace level works etc. unless specified otherwise.

Reinforced cement concrete of grade M-30 in super structure conforming to IS 456-2000, at all floors and levels for all structural members in all geometrical shapes/ design as per drawings using graded stone aggregate of 20mm and downgraded including machine mixing,conveying, placing in position, mechanical consolidation, finishing, curing, etc.complete all as per drawings, specifications & as directed by Engineer in Charge.

For all type of Structural / RCC Elements.

TOTAL OF PART 1 : [ Super Structure ~ Structural ]

PART - 2 : FORM WORK i) For double/ multi stage shuttering design calculations and detailed drawings for scaffolding shall be submitted by the contractor well in advance. Prior written approval of form work shall be obtained from Engineer in Charge, before commencement of work. ii) Area of form work in contact with concrete shall only be measured for payment and stop boards for construction joints will not be measured for payment. iii) The rate of formwork shall include all type of structural / RCC elements and geometric shapes including circular and any other curved surfaces at all level and floors including single/multiple staging etc. complete.

Providing, erecting, fixing in position, /striking / removing and cleaning steel /timber shuttering & centering for formwork including single/multiple staging at all level and locations for all geometrical shapes in plain curved surfaces of structural / RCC elements, cutting holes for pipes etc. chamfers, splays, keys, wedges, props, rails, bracings, brackets, providing & applying approved form oil on all surfaces of formwork coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, all materials, labour etc. all complete as per specifications, drawings and as directed by the Engineer-in-charge.

For all type of structural / RCC elements including all geometrical shapes and single / multiple staging.

Total of PART 2 : (FORM WORK )

PART - 3 : STEEL REINFORCEMENT WORK

Reinforcement for RCC work including supplying steel bars of various diameters as required at site of work including loading, unloading, transporting, decoiling, straightening, cutting, bending placing in position and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications, drawings & as directed by the E-I-C. Note:-Cost of binding wire shall be borne by the contractor & shall not be measured for payment.

Reinforcement for RCC work with rebars supplied by Departmental store of various diameters as required at site of work including collection from stores loading, unloading, transporting, decoiling, straightening, cutting, bending placing in position and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. and removal of rust by wire brush /applying suitable chemical compound as required and make them ready for doing concreting at site at any level all as per specifications, drawings & as directed by the E-I-C.

Total of PART 3 : (STEEL REINFORCEMENT)

PART - 4: MASONRY WORK (a) The contractor shall get approved the samples of bricks from the Engineer-In- Charge before procurement on large scale and shall maintain the same for the entire work (b) Necessary Openings/nitches/cut-outs, wherever required as per drawings and asked for by the Engineer-In-Charge, shall be provided by the contractor without any extra cost. c) One brick wall thickness shall be considered as 230mm and half brick wall as 115 mm and lesser wall thickness if any shall be made up to the required dimensions by the contractor in CM 1:4 to proper line, level and plumb without any extra cost to the Department. d) The rate shall include cost of making the brick masonry to all geometrical shapes and sizes without any extra cost to the Department.

Brick masonry in super structure at all floors and locations using well burnt bricks from approved lots of class designation 3.5(classification as per IS 1077-1992 and min. average compressive strength not less than 3.50 N/mm2 ) in CM 1:6 in 230mm walls to correct line, level and plumb including raking out joints, curing, scaffolding etc. complete as per specifications, drawings & as directed by Engineer in Charge.

Providing brick work 115 mm thick in partition walls, dwarf walls, parapets, under platforms, curtain walls, fins, external boxing etc. at all floors and locations as per drawing using well burnt bricks from approved lots of class designation 3.5(classification as per IS 1077-1992 and min. average compressive strength not less than 3.50 N/mm2) in C.M 1:4 to correct line, level & plumb including scaffolding, raking out joints, curing etc. complete as per specifications drawings & as directed by the Engineer in charge.

with 115mm. wide and 80mm. thick RCC(1:2:4) stiffeners at every one metre height including formwork but excluding the cost of steel reinforcement, which shall be paid under relevant item.

TOTAL OF PART 4 : Masonry Work

PART 5: FLOORING WORK

Providing & laying at all floors & locations Vitrified tile Double charged (Glossy/ Matt/ Satin) as per approved design and pattern of approved manufacturers of sizes 600 x 600mm size and having thickness 8mm or as per manufacturer's specification, tiles conforming to IS 15622 in flooring/ skirting/ dado/ cladding at all floors and location, heights/ levels and lead in approved pattern and colour laid over Ready Mix Mortar bedding/ backing, including cleaning and preparing the surface for bedding, spreading the neat cement slurry, close jointed and grouted with matching coloured ready made cement grout and approved pigment as per manufacturer's specifications, finished to level, line, slope and plumb, cutting of tiles, wastage, making openings/ cut out if neccesary, final cleaning of surfaces, curing etc. all as per drawings, specifications & as directed by Engineer in charge. i)In flooring using tile of size 600 x 600mm laid over 20mm thick Ready Mix Mortar 1:4 bedding and spreading neat cement slurry by using minimum cement about 2kg/sqm prior to bedding and spreading cement paste using minimum cement of about 4.50kg/ sqm over bedding, including 3 mm thick and 8mm deep grout line using PVC spacers for creating true alignment and gap between vitrified tile wherever mentioned in drawing & the 3mm spacer joints filled with approved epoxy tile grout including providing and laying Durafloor protector XF 3mm thick sheet of M/s. Supreme industries/ equivalent over the whole vitrified tile cleaning the same before handing over without damaging the finished surface & making good if damaged, if any. ii) In skirting/dado/cladding using tiles of size 600X100mm/600mm x 600mm laid over 12mm thick Ready mix mortar 1:4 backing.

With Vitrified tiles supplied by contractor.

With Vitrified tiles supplied by Department. Note:- Vitrified Tile 600x600mm shall be supplied by Department at the rate as specified in schedule B.

Providing and laying at all floors and levels 6mm. ( min. ) thick or as per specifications of approved manufactuer, first quality matt finished /anti skid/ non - slippery ceramic tile flooring / dado / cladding as per the approved pattern and colour as mentioned below of laid in readymix cement mortar 1:4 bedding / backing, close jointed and grouted with matching cement slurry to match the colour of the tiles, finished to level, line, slope and plumb including cutting of tiles, making openings / cutout if necessary, wastage and final cleaning of surfaces as required, curing etc. complete all as per drawings, specifications & as directed by Engineer in Charge. (i) In Flooring with 300 x 300mm size tile laid over 20mm thick cement mortar bedding 1:4 ( 1 cement : 4 coarse sand). (ii) In dado / clading with 300 x 450mm size with approved design / pattern etc. tile laid over 12 mm thick Cement mortar bedding 1:4 (1cement : 4 sand) backing. Note: The sizes of tiles mentioned are approximate and subject to the availability in market during execution. If the required size is not available the next higher size of tiles shall be used without any extra cost to the Department. The tenderer may note the same and quote accordingly.

Tiles supplied by Contractor.

Tiles supplied by Department at the rate as specified in schedule B

Providing, laying and fixing in position granite stone of thickness mentioned below, machine cut and mirror polished of approved colour /shade in flooring /skirting/clading/ treads/ risers/cills etc. at all location including necessary mortar bedding /backing close jointed and grouted with matching cement slurry and finished to line, level, etc, as required including cutting of stone slabs, wastage, making cutouts, required pattern in plain, curved or any geometric shape and design wherever required all as per specifications, drawings and as directed by the Engineer in charge.

In flooring with mirror polished 16mm thick approved quality granite stone slab in required sizes, shade, shape and pattern in plain/curved or any geometric shape and including 20mm thick readymix cement mortar bedding of mix 1:4 (1cement : 4 sand) including grey cement slurry at 4.4kg /Sqm over bedding and matching slurry with cement at 2.2kg/sqm for grouting the joints.

In skirting with 16mm thick mirror polished approved quality granite stone over and including 12mm thick readymix cement mortar ( 1 cement : 4 coarse sand) backing.

For treads 16 mm mirror polished approved quality granite stone in single piece in length up to 1200/1500mm(approx.) of approved shade laid over 20mm thick readymix cement mortar 1:4 (1 cement : 4 sand) bedding, including providing three Nos. of anti skid grooves & rounding the edges etc. complete.

For risers 16mm uniform thick granite stone in single piece 1250/1500mm(approx.) of approved shade with 12mm thick ready mix cement mortar 1:4 (1cement:4 coarse sand) backing.

Providing machine mixing and laying in approved panels of 40mm thickness IPS flooring in cement concrete mix of 1:2:4 using graded stone aggregate of 12.5 mm max. size with colouring pigment, at all level, well vibrated, compacted including providing and fixing 25 mm x 3 mm thick aluminium dividing strip for panel of about 2 sqm size, to correct level and finished smooth and curing including preparation of surface by cleaning, hacking and exposing aggregate to achieve the best bond, all complete as per specification drawing & as directed by E-I-C.

Providing and fixing at all floors & levels, 35 mm uniform thickness machine cut and machine pre-polished on top, bottom & exposed edges, cuddapah stone shelves including cutting recesses alround in wall embedding (minimum 25 mm alround) with readymix C.M. 1:4 or in case of concrete member supported over 40x40x6 mm MS angle to the correct line, level, plumb, curing, making good the surfaces etc. complete all as per specifications, drawings and as directed by the Engineer- in- Charge. (The cost of MS angle shall be paid seperately under relevent item).

Providing & laying machine cut machine polished natural stone verticals/topping/facia etc. for kitchen platform / wash basin counter as specified below, over and including necessary mortar bedding/backing, close jointed and grouted with matching cement slurry and finished to line, level, plumb, curing etc. as required including cutting of stone slabs, wastage, making cut-outs wherever required. Sandwich type topping of kitchen/ wash basin platform with combination of jet black granite (16mm thick) (in one piece) at top & cuddapa stone (35mm thick) at bottom, total thickness with mortar of about 85mm and width of about 600mm, heavy machine polished on one side, set in readymix cement mortar1:4 ( 1 cement : 4 sand), between the two slabs with maximum length upto 3.00 Mts.(approx.) in single piece with a separate piece for sink area required if any including cutting of slab to fix S.S sink /wash basin cutout shall be done in single piece & no deduction shall be done for cutout during measurement and making recess in brick wall etc. including necessary cement paste making good the surfaces and fixing to level, line, plumb etc. all as per drawing and as directed by the Engineer in charge.

Both Granite and Cuddapah Stone supplied by Contractor.

Both Granite and Cuddapah Stones supplied by Department

For support walls and kitchen/ wash basin fins, facia with jet black approved colour granite minimum 16 mm thick & about 100 mm wide, machine cut machine polished (on exposed surface) stone fixed with approved adhesive with necessary cement paste etc. all as per drawing & specification and as directed by Engineer in charge.

Providing machine cut/mirror polished (polished on one side) cuddapha stone vertical support, for kitchen platform in two pieces(sandwich type) of each 35mm uniform thick cuddapa stone slab placed back to back with 20mm thick readymix cement mortar 1:4 with ready mix mortar of approx. size 675 x 750mm & 100mm total thickness, making recess in brick wall, fixing in line, level, plumb with a minimum bearing of 25mm in brick wall and floor, making good the surfaces etc. including necessary cement paste / slurry all as per drawing & as directed by Engineer in charge. Note:- i) The two stones erected for each vertical support shall be measured as single unit in sqm under this item. ii) The thickness of cuddapah stone shall be 35mm (+) or (-) acceptable tolerence. The agency may quote accordingly.

Providing and fixing approved quality machine cut, mirror polished 18 mm uniform thick Utkal brown granite / Black granite /Baroda green marble for door/window frame in single piece in soffit, sills, jambs upto to 200mm and upto 2100mm in length, fixing in position at all floors and locations laid over 20 mm thick readymix cement mortar 1:4 bedding/ backing in correct line, level and plumb, closed jointed, machine grouting, cement slurry, curing including cutting of stones to get round edges, wastage, final hand polishing, rounding of free exposed stone edges, including providing and fixing 90mm long stainless steel screws (3 Nos. in each vertical stone) with rawl plug by drilling with high efficiency powered hammered drilling machine and finishing with approved putty with suitable pigment including rounding/moulding, polishing the front exposed surface etc. complete as per specifications, drawings and as directed by the Engineer in Charge.

Stone supplied by the contractor.

Stone supplied by the department. Note:- Utkal brown granite slab will be supplied by Department at the rate as specified in schedule B.

Providing 18mm (+/- 2 mm) Green marble stone frame for windows including cill, jamb etc. and rounding off the exposed edges with polishing including providing & fixing 2 nos 90mm long SS screws on each vertical members with rawl plug by drilling with high efficiency powered hammer drilling machine and finishing with approved putty with suitable pigment complete as directed by EIC.

Providing & fixing 90 mm long stainless steel screws in existing vertical members of Granite door frame/ Baroda green marble window jambs with necessary rawl plugs by drilling & making holes of required dia.with high efficiency power hammer drilling machine, sinking the screws upto about 3-4 mm inside the top surface of vertical stone, filling with approved putty with suitable pigment and finishing to match with the Granite/marble surface at all floors and levels including cost of all materials, labourers, tools & plants etc. as per drawing, specifications and as directed by Engineer-in-charge. Note:- Necessary care to be taken to avoid damages /breakage/ cracking to the existing marble / granite frames already fixed in position. In case of any damage, said members to be replaced without any cost to the department.

TOTAL OF PART -5 : [ Flooring Work]

PART 6 : DOORS AND WINDOWS Note:- a) The items of door frames, window frames shall include sealing the joints all round with the brick work /concrete and doors or windows with approved mastic filler cement grout/ epoxy compound /polysulphide compound or by any other means whatsoever, by the contractor at his own cost as directed by the Engineer-in-Charge to make the joints watertight. b) The work contemplated under the item for supplying and fixing the window/door frames shall be got done by the contractor through specialised agencies in the field, approved by the Department. c) One sample each of the door frame, shutter and window with all fittings and fixtures along with locking arrangement including glass panes etc. complete as per schedule of quantities drawing and specifications should be submitted for preliminary inspection before procurement on large scale. The contractor shall submit six copies of shop drawings for windows, ventilators and steel door with frames showing dimensional details of construction etc. for approval of the Engineer-in-charge. After preliminary inspection, the sample should be fixed. Defects etc. if any shall be rectified to the full satisfaction of the Department and after obtaining formal approval in writing of Engineer in charge. d) Door frames, shutters and the windows to be supplied and fixed in position should cater the dimensional tolerance of the openings to an extent of (+/-) 2%. The rates quoted by the Tenderers should hold good for such variation. Test shall be conducted by the Department for the flush doors as per IS-2202-1983 Part-I from each consignment and the cost incurred on this account shall be borne by the contractor. e) For bonding the flush doors, block boards, ply wood and all types of wood works, phenol- formaldehyde synthetic resin type adhesives conforming to IS-848-1957 shall be used. f) The rate shall include cost of making the doors & windows including glass etc. in all geometrical shapes and sizes without any extra cost to the Department.

Providing & fixing pressed steel door frames of following profile fabricated out of 1.25mm. thick G.I sheet of coating (class VIII of zinc coating) 120 gram/ sqm, manufactured by Sail / Lloyds Jindal or equivalent of profiles / size generally conforming to IS 4351-2003 with single rebate suitable for fixing the shutters including hole for self tapping screws wherever shown in the drawing, each frame to contain hinge jamb, lock jamb and head all rigidly fixed together with welded /mechanical joints with back plates / angles to correct shape & angles including providing and fixing base ties with GI channel 50 x 25mm 1.25 mm. thick suitable section to suit floor thickness / angle thresholds with MS angle 25x25x3mm.6 nos. of adjustable lugs per frame, providing and welding of 40x40x5mm, 150mm long angle cleats for hinges with necessary tapped holes for fixing counter sunk headed machine screws to suit heavy duty oxidised/ stainless steel hinges of size 125X65x2.8mm/125 x76 x2.80mm welding the hinges /piano hinges etc. and finishing the same to smooth etc.(but excluding the cost of hinges which shall be paid under the relevant item) including providing each door frame with necessary lock strike plates, mortar guards, buffers, bushes etc. required for tower bolt / baby latches, tadis, safety chains, aldrops etc. including fixing the frame to brick work/concrete work with necessary PCC or bolted / screwed to concrete work, painting a shop coat of polyurethane paint including etching the surface with ETCH primer etc. including painting the exposed surfaces with two coats of synthetic enamel paint of approved make and colour over a coat of red oxide / zinc chromate primer and painting the unexposed surfaces with two coats of anticorrosive bituminous paint, after rectifying the damaged PU primer due to transport including filling the hollows of door frame with C.C.1:2:4 using 12mm. thick down graded stone aggregate etc. all complete as per drawings, specifications and as directed by Engineer in charge.

Profile 145x 60 mm with single rebate.

Profile 80 x 60 mm with single rebate.

Providing and fixing in position second class approved quality teak wood moulded, rebated frames of 50 x50 mm wrought and finished sizes, conforming to IS : 4021 - 1967 for cupboard/ exhaust fan frame etc. at all height and location, including making holes in concrete/masonry walls and providing and fixing MS hold fasts 300x30x3mm thick embedded in plain cement concrete 1:3:6 in case of brick work and MS coach screw 100mm long or equivalent size in case of RCC/stone works including painting two coats of bitumastic paint for all unexposed surfaces coming in contact with concrete/brick masonry and painting the exposed surface with two coats of synthetic enamel paint of approved make and shade over a coat of approved primer etc. complete all as per drawing, specification, and as directed by the Engineer in Charge.

Providing and fixing 19mm thick block board wardrobe/cabinet at all floors and levels consisting of shutters, shelves, sides supports bonded with phenol formaldihyde resin, the shutter shall be of approved manufacturer, fixed with second class teak wood lipping of size 19mm X 20mm all round the shutter, shelves and side supports and 19mm X 25mm at meeting style of shutter including providing and fixing 1.0 mm thick decorative laminate sheet of approved colour and shade fixed on both sides and on exposed edges, with approved adhesive as shown in drawing including cost of all materials, adhesives, labours, wastages, fixing of fitting and fixtures(cost of fitting & fixture will be paid under relevant item ) all complete as per specification, drawing and as directed by Engineer-In-Charge.

For door Shutters.

For Shelves.

Providing & Fixing in position 19mm block board shutters for cupboard, kitchen cabinet etc. bonded with phenol formaldihyde resin, shutter shall be of approved manufacturer, fixed with second class teakwood lipping of size 19mm wide and 20mm thick alround for cupboard fixing to frames (frames will be paid under relevant item) including providing second class teak wood meeting styles of size 25 x19mm shape as shown in the drawing by cutting/planning if necessary including labour charges for fixing the fittings and fixtures (cost of fittings & fixtures will be paid under relevant item) and painting all over with two coats of synthetic enamel paint over a coat of approved primer all complete as per specifications, drawings and as directed by Engineer-in-Charge.

Providing and fixing factory made 60 Minutes Fire Resistant non-metallic wooden solid not less than 50mm thick, asbestos free, Fully INSULATED composite fire resistant single leaf shutters conforming to BS:476, part 22, integrity, insulation and stability criteria as per IS:3614 Part 2, as per prototype tested & certified by CBRI Roorkee, suitable for mounting on door frames, all as per manufacturers specification and mounted in the grooves in the shutter on all sides or in the door frame or in both, (Fire Resistant certification as required by CFO shall be furnished by Manufacturer of Door Shutter), providing & fixing view panel and fixing shutters in position to pressed steel door frames/ wooden frames/ granite frames [door frames (choukhat) shall be paid separately under relevant item] at all floors by cutting/ planning if necessary including cost of fittings & fixtures as per drawing with wooden packing pieces if necessary including providing and fixing 1.0 mm thick decorative laminate sheet of approved colour, pattern & shade fixed on both sides etc. with approved adhesive for all surfaces including edges including cost of all materials, adhesives, labours, wastages if any, all complete as per specifications, drawings & as directed by Engineer in charge.

Single Leaf door shutter.

Extra for providing vision panel not exceeding 0.1 sqm in all type of flush door including fixing 6 mm clear float glass with necessary beadings/ lipping, painting the wooden surfaces , complete all as per specifications, drawings and as per direction of EIC.

Supplying & fixing in position the following type solid core block board flush door shutters with commercial ply facing on both sides conforming to IS 2202 (latest) of M/s Kalpataru / M/s. Kutty or approved equvivalent with external type second class teak wood lipping alround of size 50/38/30 x 10 mm, fixing shutters in position to pressed steel door frames /wooden frames / granite / marble frame works (door frames shall be paid separately under relevant item) at all floors by cutting /planing if necessary including labour for under relevant item) including providing and fixing 1.0 mm thick decorative laminate sheet of approved colour and shade fixed on both sides painting exposed edges with 2 coats of synthetic paint over approved primes etc. with approved adhesive, including cost of all materials, adhesives, labours, wastages if any, all complete as per specifications, drawings & as directed by E-I-C.

For 50 mm thick DOOR SHUTTER second class TW lipping of section 50x10mm.

38mm thick Single leaf shutter with second class TW lipping of section 38x10mm.

For approx. size 750x2100 mm including providing key less cylindrical Mortice lock with accessories, 3 SS Hinges, one 150 mm long stainless steel handle and one 100 mm long stainless steel baby latch.

For approximate size 1000 x 2100/2150mm including providing stainless steel aldrop of size 250mm long x 16mm dia rod, 3 SS Hinges and a pair of 150 mm long D type stainless steel handle, one 150 mm long stainless steel tower bolt.

Providing & fixing in position approved quality 2nd class teak wood architraves of finished section for the following sizes fixed to pressed steel frames of door/ cup board/MS doors at all floors as per drawing including providing and fixing M.S. self tapped screws at 600mm center, painting with two coats of synthetic enamel paint of approved make & colour over one coat of approved primer etc. all complete as per specifications, drawings & as directed by EIC.

Size 50mm x 20mm.

ALUMINIUM DOORS & WINDOWS

Supplying , fabrication and fixing in position at all floors integrated bronze anodized glossy / matt finished [15 micron thick], approved shade aluminium extruded section for aluminium door / windows - sliding top hung/ fixed/adjustable louvers/ wall spans etc. as per drawing of approved manufacturers with extruded sections of Jindal / Hindalco sections with size and weights as shown in the drawing, for frames and shutters[including wastages if any] conforming to relevant I.S specifications with all approved bronze anodised aluminium fittings and accessories, locking arrangements, 2 / 3 rollers with ball bearings for sliding shutters of approved quality all as shown in the drawing, including providing and fixing aluminium channel beading/ glazing clips fixed with necessary bronze anodised screws, grouting the gap with silicon sealant etc. all complete generally as per drawings, specifications etc. all as directed by Engineer in Charge, but excluding the cost of glazing, which will be paid separately.

Material supplied by the contractor.

Material supplied by the department. Note:- Approval of the Dept. for the complete design and shop drawing shall be obtained before commencement of the work. Note:- The anodised aluminium section will be supplied by Department at the rate as specified in schedule B

Providing and fixing following type of approved quality glass panes for doors/windows/ ventilators/ wall spans of M/s. Modiguard / M/s. Saint Gobain or approved equivalent and fixing with aluminium framework including fixing aluminium channel beading and adjustable louvers frame (to be paid under relevant item) and providing and fixing with 2 way EDPM gasketting, to ensure water and air tightness and neoprene cushions/ gasket accommodated in grooves, necessary bronze anodized screws etc., all complete generally as per drawings specifications and as directed by the Engineer in Charge.

5 mm thick clear float glass.

5 mm thick & 75mm wide bajra (translucent) glass for adjustable louvers .

6 mm thick clear float glass.

Supplying and fixing in position at all floors and location stainless steel 304 grade mosquito net made out of 24 guage, 16 mesh shutters including exaust fan frames etc. of various size and shape fixing with stainless steel nuts and bolts to suit the aluminium frame ( aluminium frame, beading etc. shall be paid under relevant item) including labour, wastage, scaffolding etc. all complete as per drawing , specification and as directed by Engineer in charge.

TOTAL OF PART 6 : DOORS & WINDOWS :

PART 7 : FITTING & FIXTURES: Note:- 1) One sample board consisting of each item of schedule of quantities with approved quality fittings & fixtures & necessary accessories including chromium plated brass screws, bolts, nuts, washers should be submitted for approval of Engineer-in- charge. Large scale procurement shall be taken up only after approval of the Engineer-in-charge. After approval, the samples shall be kept in the office of the Engineer-in-charge to ascertain the approved quality for the entire work. 2) All fittings & fixtures shall conform to relevant IS code.

Supplying at site of work Stainless steel SS 304 grade Fittings & fixtures of approved quality with SS screws, bolts, nuts, washers, wooden packing pieces if necessary and other accessories etc. complete.

Tower bolt: 300mm. long x 12mm/13mm barrel.

D type bow handle 150 mm long with concealed brass screws.

Aldrop 250mm long x 16mm dia. rod with an extra staple.

Telescopic viewer ( Magic eye piece )

Safety chain with staple link.

Standard night latch with triplicate (star)keys of M/s.Godrej / M/s.Europa.

Door stopper with twin rubber bushing (shutter mount type)

Supplying & fixing at project site approved quality non magnetic stainless steel fittings, fixtures and fasteners along with necessary SS samples.

Butt Hinges of size 125 x 76 x 3.0mm.

Butt Hinges of size 125 x 65 × 3.0mm.

Providing and fixing hanger rods 25mm. dia. of weight not less than 0.3 Kg./m and of 1100mm long (approx.) with a pair of brackets etc. complete.

Piano Hinges 19mm x 19mm x 20guage.

Heavy Duty Box type soft losing cabinet hinges of M/s. Hafele or equivalent for cup board/ cabinet shutter .

Tower bolt 200mm. long x 12mm/13mm barrel.

D - type bow handles 150mm long.

D - type bow handles 125 mm long.

D - type bow handles 100 mm long.

Supplying following type of approved quality miscellaneous fittings, fixtures and fastenings along with necessary CP brass screws, bolts, nuts, washers and other standard accessories.

Magnetic catches for cup board / cabinet shutters.

Heavy duty Magnetic wall mounted door catches for doors.

Providing M/s Godrej, 6 lever Mortise Lock, chromium plated brass body with lever handle from both sides of the door shutter with striker plate and shank of "Model No. 8083 - Matiz" with knob inside including necessary screws & accessories as per manufacturer's recommendations and specification and as directed by EIC.

Supplying and fixing at all floors and levels IS 3564 marked aluminium extruded section body, tubular type universal hydraulic Door Closer with double speed adjustment with necessary accessories and screws etc. complete of M/s. Everite or approved equivalent all as per specifications and direted by Engineer in charge.

Suppying & fixing at site, bright finished brass cupboard or Ward robe lock with four levers of M/s Everite/ M/s Godrej including necessary screws all complete as specification, drawing and as directed by E-I-C.

TOTAL OF PART 7 : Fittings & Fixtures

PART 8: WATERPROOFING TREATMENT: Note:- a) The contractor shall get written approval from the Engineer in Charge, for the water proofing agency engaged and shall submit the specification of the water proofing before commencement of work. b) The contractor shall test the surface where water proofing treatment as provided for bone dry condition by filling up with water. No wet patches or leaks shall appear on the surrounding wall or under side of the slab. c) The contractor shall furnish guarantee bond on appropriate stamp paper in the proforma as per Section 10 (iii) of Conditions and Clauses of Contract - 2008 for the entire waterproofing treatment for maintaining the surroundings and under side surfaces of the waterproofing treated area in bone dry condition for 10 years. During the guarantee period the contractor shall attend all leakages, defects etc. if noticed, free of cost, starting the work of checking up and rectification within a week's time from the date of intimation about such leakages/ defects. d) The Contractor shall keep the water tank filled with water after the water proofing work has been completed 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 water proofing work carried out shall again be done, before handing over the flats, if found necessary by the Engineer in Charge.

Filling in bath W/C, toilet, depressed, areas with water proofing brick bat coba of the agency approved by the dept. at all floors and locations upto the required level and making the surface finished, suitable to receive floor finish etc. all complete as per drawings and waterproofing agency's specifications & as directed by the Engineer in Charge.

Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., Kitchen and the like consisting of : i) 1st course of applying cement slurry @ 4.40 Kg/sqm mixed with water proofing compound `Impermo' of Snowcem or equivalent conforming to IS 2645 in recommended proportions. ii) 2nd course of cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportions, 20 mm thick up to finished floor level and 15mm thick above finished floor level up to 600 mm. iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg per sqm of area. iv) IV th course of 400 micron thick PVC sheet (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.)

TOTAL OF PART 8: Waterproofing Works

PART 9 : PLASTERING WORK : Note:- a) The rate for plastering work over concrete surfaces shall include the cost of close hacking as per specifications, wherever required. b) Before commencement of plastering, the area shall be cleaned, wetted and shall be marked with 'Thiyyas' or 'Tapanis' and shall be got approved by the Engineer-in-charge. c) Whenever the electrical contractor/ agency has 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. d) Finishing around the junction boxes shall be done at all floor, level and position to the line, level and right angles as required while carrying out plastering work. e) No extra claim/cement/Ready Mix Plaster consumption shall be entertained by the department for the plastering done more than the specified thickness shown in the schedule of quantities, to bring the plastered surface to perfect line, level and plumb with adjoining columns and beams. f) Ready Mix plaster shall be of ROOFIT, WALPLAST, READIPLAST of ULTRATECH Cement Ltd., ACCOPlast of ACC Ltd. wherever mentioned in the item.

Providing Ready Mixed Internal Plaster(RMP) of thickness mentioned below at all height, floors, slopes and with CM 1:4 mix locations on plain or curved surfaces including rounding wherever required, including preparation of the surfaces even & smooth to correct line, level, plain and plumb including scaffolding, hacking wherever necessary, curing etc. complete as per manufacturer's specifications and as per instructions of Engineer in charge.

6 mm thick internal plaster in single coat for exposed concrete surfaces, soffits of all slabs and beams soffit of staircase waist slab etc. internal brick / concrete surfaces./ concrete surfaces for all walls and beams.

15 mm. thick internal plaster for internal brick / concrete surfaces for walls and beams flush with walls, mullions etc.

Total of Part 9 : Plastering Work

PART -10: Painting Work

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

White washing in three coats in all floors and locations for concrete /wall surfaces in shafts including sand papering and cleaning the surfaces, filling up cracks and crevices if any with approved putty, scaffolding etc.complete all as per specifications and as directed by the Engineer-in-charge.

Painting plastered /concrete surfaces with two coats of acrylic emulsion paint of approved colour over a coat of approved cement primer including preparing the surfaces, filling with putty wherever required, scaffolding and cleaning etc, complete as per specifications, drawings and as directed by the Engineer in charge

Painting steel surfaces i.e. HMPS door frames and steel ward robe frame & shutters etc. in two coats with synthetic enamel paint of M/s.Asian paints of approved shade and make over one coat of approved wood / steel primer including preparing surfaces, cleaning properly, filling with putty wherever required, including providing necessary scaffolding, etc. complete as per specifications and as directed by Engineer in Charge. i) Over sand faced plaster.

TOTAL OF PART 10: Painting Work

PART : 11: MISCELLANEOUS WORKS Note:- One sample of each item should be submitted for preliminary inspection and approval before procurement /manufacturing on large scale. After the preliminary inspection and approval, the sample should be fixed at site or kept in the office of the Engineer-in-charge till completion of the work.

Structural steel work at all floors and locations for M S grills, guard bars for windows, frames, pit/trench covers, bracket for slanting chajja, trap door, railing, hoisting hooks, smoke vents etc. using angles, tees, flats, bars, chequered plates, RHS sections, tubular sections etc. of required sizes including supplying, cutting, fabricating, welding, erecting, making holes/chases wherever required and fixing/embedding in position in concrete/brickwork/marble/granite stone with necessary hold fasts/stainless steel screws & rawl plugs by drilling etc. and finishing the concrete/brick work after fixing/embedding including painting two coats of anticorrosive bitumastic paint on all unexposed surfaces and two coats of synthetic enamel paint of approved make and colour on all exposed surfaces over a coat of approved steel primer etc. complete as per specifications, drawings and as directed by the Engineer in charge.

Structual steel supplied by Contractor.

Structual steel supplied by Department. Note: Structural steel only will be supplied by the department at the rate as specified in schedule B. All other charges shall be borne by the agency.

Providing and fixing in position cloth drying lines consisting of 40x50x1250 mm long 2nd class teak wood fixed on either sides of walls with four rows of 6mm dia. approved quality nylon rope of length mentioned below in each row, tied with MS Chromium plated hook/eye etc. including fixing the battens securely with necessary screws, rawl plugs and painting the exposed surfaces of battens with two coats of synthetic enamel paint of approved make & colour over a coat of approved primer & two coats of approved bitumastic paint for surface coming in contact with masonry /concrete wall etc. complete as per specifications, drawings, and as directed by the Engineer in charge.

Nylon rope length of each row 2900 mm approx.

Providing and fixing 'B' class (medium quality) GI pipe for sleeves and spouts etc at all floors and locations including cutting of pipes as required, bending and embedding in masonry/ concrete work or burrying underground with necessary cement mortar making good the surfaces, finishing, painting exposed surfaces with two coats of synthetic enamel paint over a coat of approved primer, cleaning etc. complete as per specifications, drawings & as directed by the Engineer-in-charge.

40mm dia N B.

Grinding the uneven joint of existing concrete surfaces of RCC elements including necessary chipping of uneven surface, finishing the surface by grinding machine to required line, level and plane to receive the finishing applications incuding removal and disposal of the chipped off materials to the specified locations etc. all complete as per specifications and as directed by Engineer in charge. Note:- Necessary care to be taken to avoid damages to the existing finishes, fittings & fixtures. Any damage to be made / damage caused during griding, shall be replaced without any extra cost to the department.

Supplying following manpower for carrying out minor works including supply of respective tools and equipments as directed by E I C.

Mason.

Carpenter.

Plumber.

Male coolie.

Making circular openings of 100 mm dia . in existing RCC Beams/ slabs by core cutting to pass the drainage pipes wherever required without damaging the surrounding RCC surfaces and thereafter sealing the gaps etc. complete as directed by EIC.

Close hacking of existing concreting surfaces at all levels with sharp chisel/pokers as per specifications to prepare the concrete surfaces for plastering including scaffolding etc. complete as directed by EIC.

Cutting and removal of existing excess steel rods of various dia. at all locations and disposing of the same including the cost of scaffolding, gas cutting arrangement or grinding wheels as required at site including following all safety precautions complete as directed by EIC.

Cleaning with acid on tiles of existing floor surfaces, dado and skirting using approved quality floor cleaner, and filling the joints & grouting the gaps using white cement tile grout with matching pigments to match the colour of the tiles, curing etc.complete including all labours and materials as per specifications and direction of Engineer-in-charge.

Repairing distressed concrete members like columns, beams, slabs, chajja etc. wherever required by chipping out the loose concrete, treating the rebars with approved chemical coating, covering the surface with rich concrete/cement mortar/ polymer modified mortar, cleaning, curing etc. as directed by EIC.

Drilling/making holes of 10/12 mm dia up to 150mm depth in RCC M30 for fixing Dowel bars without damaging any reinforcement encountered while drilling the RCC member, removal of debris inside the hole with bristle brush, air cleaning using blow out pump, application of 2 compound resin grout similar to Lokfix E55 of M/s Fosroc, using gun and nozzle arrangement, inserting the dowel bars of 8/10mm diameter reinforcement bars using twisting motion at centre of hole till some resin extrudes out of the hole, cleaning etc. complete as per manufacturer's specifications, and as directed by Engineer-in-Charge. Note: Reinforcement for Dowels will be paid under relevent item.

Total of PART 11 : MISCELLANEOUS WORKS

Description of Work / Item(s)

Amount

Abstract of Cost for PH Works

Part II-A: Sanitarywares & CP Appurtenances.

Part II-B: Internal Water Supply System

Part II-C: Internal Drainage System

Description of Work / Item(s)

Amount

PART - I :- Public Health Engineering Works Part II-A : Sanitarywares & C.P Appurtenances.

Providing & fixing in position vitreous China Indian water closet consisting following items of work:- i) Providing Vitreous china Indian water closet of following type conforming to IS 2556( part-II ) with integral foot rest and PVC "P"or "S" trap having water seal not less than 50mm with connector and with/ without vent. ii) Fixing the Water closet in position, jointing the trap, water closet and PVC pipe using W.C connector such as straight, bend, reducer etc. with Rubber Ring joint or as per manufacturer's requirement including the cost of connector and jointing materials all complete. iii) Cutting hole, making grove or chasis in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of metallic paints of approved make and shade over a coat of primer, finishing the gaps with white / matching cement etc. complete. iv) Testing the system to the full satisfaction of E.I.C.

Vitreous China star white ( Standard ) colour squating pan, 'Acu pan' as per HINDWARE 'Cat. No. 20076 with PVC trap & connector of approved make.

Minor repairs/ rectifications of already fixed Vitreous China star white ( Standard ) colour squating pan, 'Acu pan' as per HINDWARE 'Cat. No. 20076 and flushing connections to make the system functional and testing, finishing complete as required at site as directed by E-I-C.

Providing and fixing in position following Vitreous China Wall Hung type Wash down pattern water Closet consisting following item of work i) Providing Vitreous China wall hung type wash down pattern Water Closet ( EWC ) conforming to IS 2556 (part XVI) with integral trap outlet with / without vent, and with necessary S.S Anchor supports all complete. ii) Fixing the Water closet in position, jointing the trap and PVC pipe using WC connector ( approved make ) such as straight, bend, Reducer etc. with Rubber Ring joint or as per manufacturer's recommendations including the cost of connector and jointing materials all complete. iii) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps with white / matching cement etc. all complete. iv) Testing the system to the full satisfaction of the E.I.C.

EWC only will be supplied by Department on chargeable basis. (Remaining items shall be provided by agency) Vitreous China wall hung type European Water Closet of Starwhite (Standard) colour with integral trap of Hindware make Cat. No.20040, 'Constellation' model with WC Connector, S.S. Anchor supports etc.all complete. Note:-The EWC will be supplied by Department as per Schedule B.

Providing Plastic seat & cover of following type conforming to IS 2548, fixing seat & cover for water closet as per manufacturer's specification including the cost of corrosion resistant hinges, bolts, nuts, non- ferrous or S/S washer etc. all complete as per instructions of EIC.

Light coloured solid Plastic seat & cover, CONSTELLATION', soft close type as per Hindware make. Note:-Plastic seat cover for EWC will be supplied by the department as per Schedule B.

Providing and fixing Vitreous China Counter type Wash hand basin Consisting following items of work. Providing Vitreous Chinaware under / over the counter type Wash Basin of following make conforming to IS 2556 and placing it in position over the granite platform as shown in the drawing or as directed including finishing the joints with white cement all complete. Vitreous China Wash Hand Basin, Pastal colour of 'HINDWARE' make, 'Garnet' model as per Cat. No. 10080 for Under Counter fixing.

Wash hand basin only will be supplied by department on chargeable basis. All other items to be provided by Contractor. Note:-The Wash Hand Basin will be supplied by Department as per Schedule B.

Wash hand basin to be supplied by contractor.

Supplying Stainless steel Sink of following size with or without Drain board, Approved make, moulded out of 19 SWG (1 mm )stainless steel sheet of grade AISI 304 (18/8)with waste coupling conforming to IS 13983, placing and fixing the Sink in position to correct line and level with basket type choke-stop strainer ( waste coupling ), Check nuts etc. including the cost of jointing materials, finishing the edges with white /matching colour cement as per manufacturer's recommendation all complete as per specification and as directed by EIC.

Stainless steel Sink 'Nirali- Elegance' with Drain board and with 'Glossy surface' of overall size 1145 x 510 mm ( Bowl size 560x410x215 mm).

Providing braided hose with nuts, nipples etc. for Water Inlet connection of following make for wash basin, flush tank, flush valves etc. and fixing it in position as directed including the cost of jointing materials and testing for leak proof joints all complete.

450 mm long Braided hose of Jaquar cat. No.805B.

Providing & fixing in position best quality bevelled edge plate Glass Mirror with frame of following size with marine ply wood back 6 mm thick, CP brass cup screws and caps, washers etc. including providing & fixing rawl plug in wall, wooden packing behind the mirror if necessary, reinstating the damages to its original condition etc. all with PVC moulded frame of approved shade or as directed.

Mirror of size 600x450 mm having not less than 6.0 mm thick with ply wood back & PVC moulded frame of approved shade or as directed by the E.I.C.

Providing & fixing in position following approved quality CP fittings / Fixtures of 15 mm nominal dia. with ISI mark / approved make of following type including providing & fixing specials, wall flanges and fixing to concealed / exposed pipe line with leakproof threaded joints using tephlon tapes, testing the joints hydraulically to a pressure of 10 kg./ sq.cm, rectifying the leaky joints if any, including cleaning etc. complete all as per specifications.

C.P brass BIB Tap with wall flange, CONTINENTAL ' of Jaquar cat. No.047KN.

C.P brass 2 Way Bib Cock with wall flange of Jaquar 'Continental' Cat.No.041KN.

C.P brass Angular Stop Cock with wall flange of Jaquar 'Continental' Cat. No. 059KN.

C.P brass Pillar Cock 15 mm size having long neck with Aerator 'CONTINENTAL' as per 'Jaquar' cat. No. 021KN.

C.P Health Faucet with 8 mm dia 1 m long flexible tube & Wall Hook of Jaquar 'Allied' Cat. No.ALD-573.

C.P brass concealaed stop cock with adjustable wall flange of jaquar "continental"cat no ALD-083FT + ALD-083.

C.P brass Sink Cock with swinging casted spout (wall mounted) with wall flange of Jaquar 'Continental' Cat. No. CON-347KNM.

C.P brass waste coupling of 32 mm size, full threaded, ALLIED ' of Jaquar Cat. No. ALD-705.

C.P brass Bottle Trap ( with internal partition ), 32 mm size and 250 mm long wall connection pipe & wall flange, ALLIED' of Jaquar Cat. No.ALD-769 for Wash Basin.

C.P brass Shower arm 190 mm long heavy casted body with wall flange and exclusive Shower single flow with revolving ball joint, 'CONTINENTAL ' of Jaquar cat. No. SHA-483 & OHS-1989 respectively or equivalent.

Providing Metropole flush valve, Dual flowof Jaquar make Cat No.1085N fixing the valve in position using CP brass screws, rawl plugs, brackets etc. as per the manufacturer's recommendation, making inlet and out let connections all complete.

C.P brass Wall Mixer with Provision for Overhead Shower with 115mm Long Bend Pipe and Wall Flange of Jaquar 'Continental'Cat. No. CON-273KNUPR

Supplying following C.P Brass Bathroom /toilet accessories of following make and fixing on the wall using CP brass screws, rawl plugs etc. as per manufacturer's requirement all complete at the locations shown and as directed by the E-I-C.

C.P. Brass Toilet paper Roll Holder of Jaquar 'Continental' Cat. No. CAN -1151N.

CP brass Soap Dish Holder of Jaquar 'Continental' Cat. No. ACN -1131N.

CP brass single Towel Rail of Jaquar 'Continental' Cat. No. CAN - 1111SM.

C.P brass two way coat hook as per 'Continental', Jaquar make Cat. No. CAN -1161N.

Glass Shelf 600 mm long as per 'Continental',Jaquar cat. No. CAN -1171N.

Total of Part II: - A

Part-II- B : Internal Water Supply System

Supplying & fixing on Exposed surfaces, the following dia. Galvanised iron pipe of specified class consisting following items of work. i) Supplying galvanised mild steel screwed and socketed pipe conforming to IS 1239 ( part-I ) with galvanised mild steel or wrought steel fittings conforming to IS 1239 ( part-II). Note:- GI pipes only of some quantity of specified dia. pipes are available in Dept. store which will be issued to contracor on chargeable basis @ rates mentioned as per schedule B. However fittings, other materials, labour charges & tools & tackles etc. shall be provided by contractor. ii) Laying and fixing the pipe and specials on exposed surfaces to correct line, level and plumb for water supply line, over flow and vent using M.S. nails, rawl plugs, wooden gutties and 'U' type G.I clamps having not less than 2 mm thick. iii) Making leak proof threaded joints using White zinc, Spun yarn etc. including cutting the pipe, threading and the cost of jointing materials. iv) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. v) Testing the pipe line to a hydraulic pressure of 10 Kg / Sq.cm for leak proof joint. vi) Painting the pipe line after testing with two coats of flat oil paint of approved make and shade over a coat of approved primer. Class " C " ( Heavy quality ) G.I. pipe & fittings.

15 mm n.b (Supplied by contractor)

20 mm n.b (Supplied by contractor)

25 mm n.b (Supplied by contractor)

32 mm n.b (Supplied by contractor)

40 mm n.b (Supplied by contractor)

50 mm n.b (Supplied by contractor)

50 mm n.b (Supplied by Department)

65 mm n.b (Supplied by Contractor)

65 mm n.b (Supplied by Department)

80 mm n.b (Supplied by contractor)

80 mm n.b (Supplied by Department)

100 mm n.b (Supplied by Contractor)

Supplying & fixing on Exposed surfaces the following sizes uv-stabilized Chlorinated Poly Vinyl Chloride (CPVC) pipes & Fittings of specified class having thermal stability for both hot & cold water supply consisting following items of work:- i) Supplying CPVC pipes and all required CPVC plain and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40 for CPVC pipe having nominal size 65 mm (2 ½”) and above. ii) Supplying & providing CPVC/GI flanges, any other required specials and other jointing materials for connecting the CPVC pipe lines with spool pieces of water tank and for connecting the CPVC pipe lines with any fittings & fixtures etc., of the water supply line iii) Laying and fixing the pipe and specials on exposed surfaces / underground, to correct line, level and plumb for water supply line, using metal straps ( On wall surfaces ) at 1.00 mtr. interval or as directed by the EIC. iv) Jointing the pipes and Specials using Solvent cement conforming to IS:15225 & Teflon tape ( For threaded joins ) of approved makes including cutting the pipe to required size, preparation of surfaces, necessary tools etc. all complete. v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. vi)Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured. vii) CPVC pipes and fittings/specials shall be of same brand. NOTE: 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI / CPVC/ PP-R pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings Only. 3)Exposed pipe fixing arrangement include providing &fixing slotted G.I. section &U clamps bolts arrangement for grouping of pipe. Sloted section thickness should not be less than 2mm. Pipes and Fittings SDR-11 as per IS:15778

20 mm(¾") n.size

25 mm (1")n.size

32 mm (1¼")n.size

40 mm (1½")n.size

50 mm(2") n.size

65 mm (2½")n.size

Supplying and laying below the ground or floor, the following diameter galvanised iron pipe line of specified class, consisting the following items of work:- i) Supplying galvanised mild steel screwed and socketed pipe conforming to IS 1239 (part-I ) with galvanised mild steel or wrought iron fittings conforming to IS 1239 (part II) ii) Laying pipes and specials below the ground or floor for water supply / Waste line in proper level and gradient. iii) Making leak proof threaded joints using White zinc, Spun yarn etc. including cutting the pipe, threading, the cost of jointing materials etc. iv) Testing the pipe line to a hydraulic pressure of 10 kg / sq.cm for leak proof joints. v) Providing & wrapping 'Pypekote' (corrossion protected tape ) of 4 mm thick including supplying & application of pipe coating and spiral wrapping etc. ( wrapping should have an overlap of 15 to 20 mm ) complete as per standards for corrosion protection of pipes that are laid underground/ floor. Class " C " ( Heavy quality ) G.I. pipes & fittings.

65 mm n.b. NOTE: 1) The rate shall also include for GI pipe line & specials required for making connections with the existing GI pipe line. 2) The hydraulic pressure test shall be carried out prior to painting / wrapping pypekote.

Supplying & fixing on Exposed surfaces the following size polypropelene random co-polymer (PP-R) UV stabilised & anti-microbial fusion welded pipe with Fittings having thermal stability for both hot & cold water supply of specified class consisting following items of work:- i) Supplying PP-R pipes conforming to IS 15801 with Brass threaded and / weldable type fittings such as Union, Nipples, Bendes, Elbows, Tees, Reducers, End caps, Couplers, Adaptors, Saddles, Plugs, Tank connectors, Expansion loops, Bypass / offset bends, etc. ii) Laying and fixing the pipe and specials on exposed surfaces to correct line, level and plumb for water supply line, overflow and wooden gutties and branded clamps similar to Supreme make, metal clamps with Rubber seal Supreme Cat. No. RH2MPC series etc. all complete. iii) Making leak proof threaded / welded joints including cutting the pipe, cleaning, marking, heating, welding, cooling, tephlon tape for threaded joints etc. and the cost of jointing materials. iv) Testing the pipe line to a hydraulic pressure as per manufacturers catalouge for leak proof joint or as per relavant code. v) Cutting or making hole or chases in RCC or brick work structure such as wall, column,beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition using cement mortar/concrete using water proofing compound. SDR 7.4 / PN 16 Pipes and Fittings of Supreme make.

20 mm n.size

25 mm n.size

32 mm n.size

40 mm n.size

50 mm n.size

63 mm n.size NOTE: 1) The rate shall also include for PP-R pipe & specials required for making connections with the existing GI / PP-R pipe line laid by other agencies. 2) Only brass threaded fittings are to be used wherever threaded joints are to be made.

Supplying, fixing and concealing the following size polypropelene random co-polymer (PP-R) UV stabilised & anti-microbial fusion welded pipe with Fittings having thermal stability for both hot & cold water supply of specified class consisting following items of work:- i) Supplying PP-R pipes conforming to IS 15801 and Brass threaded and / weldable type fittings such as Union, Nipples, Bendes, Elbows, Tees, Reducers, End caps, Couplers, Adaptors, Saddles, Plugs, Tank connectors, Expansion loops, Bypass / offset bends, etc. ii) Laying and concealing the pipe and specials for water supply, waste and overflow line by cutting 75 mm X 75 mm grove on the wall and filling the grove with cement mortar mixed with water proofing compound,after laying and testing the pipe line including making leak proof threaded joints using fusion welding etc. including pipe cutting, cleaning, marking etc. iii) Making leak proof threaded / welded joints including cutting the pipe, cleaning, marking, heating, welding, cooling, tephlon tape for threaded joints etc. and the cost of jointing materials. iv) Testing the pipe line to a hydraulic pressure as per manufacturers cataglouge for leak proof joint or as per relevant code) Making geyser connection, if necessary using PP-R Unions, nipples and other required PP-R Specials. SDR 7.4 / PN 16 Pipes and Fittings of approved make.

20 mm n.size

25 mm n.size

32 mm n.size

40 mm n.size NOTE:- 1) The rate shall also include for PP-R pipe & specials required for making connections with the existing GI / PP-R pipe line laid by other agency. 2) Only brass threaded fittings are to be used wherever threaded joints to be provided.

Providing & fixing PP-R/CPVC Ball Valves of' Approved make suitable for hot & cold water conforming to the pipe pressure class, making water proof joints, including the cost of jointing material and PP-R/CPVC specials if required & testing the joints along with the pipe line etc. complete as per directions of Engineer-in-charge.

20 mm dia.

25 mm dia

32 mm dia

40 mm dia.

Providing Symet PTMT Ball cock with Lever & epoxy coated Aluminium rod ( Lever Arm ) & HDPE Floats (Ball) of following sizes, suitable for fixing to screwed pipes & fittings for Potable water supply 'PRAYAG' make, fixing to inlet pipe of water tank and making water proof joints including the cost of jointing materials and G.I specials, if required, testing the joints along with the pipe line as per I.S recommendations all complete as per specification and as directed by the E-I-C.

50 mm dia.

65 mm dia.

Supplying & fixing following size C.P brass Coupling with approved quality C.P brass Mosquito proof jalli including providing galvanised M.S bend and any other GI specials, if required for fixing the coupling, jointing materials such as spun yarn, white zinc etc. complete as specified & directed for over flow / vent pipe of OHT.

15 mm dia.

50 mm dia.

80 mm dia.

100 mm dia.

Providing following size class-I Peet / GateValve of brass or Gun metal, with Cast iron wheel, conforming to IS 778 up to 300 mm size, fixing the Valve to pipe line including the cost of jointing materials, testing for leakproof joints at 10 kg / sq.cm hydraulic pressure, all complete as per specification and as directed by EIC.

25 mm dia.

32 mm dia.

40 mm dia.

50 mm dia.

65mm dia

80 mm dia.

100 mm dia

Providing Valve chamber of internal dia. 300x 300 mm up to a depth of 600 mm in 230 mm brick masonry using ready mix C.M 1:4, over 150 mm thick cement concrete of grade M-7.5 bed with 150 mm offset alround, 15 mm thick plastering in ready mix 1:3 cement mortar mixed with water proofing compound on internal and external surfaces, all internal surfaces finished smooth with a floating coat of neat cement, providing and fixing C.I cover of size 300 x300 mm with frame weighing not less than 7.5kg including painting the frame & cover with two coats of anicorrossive black bitumastic paint all as per specification and as directed by the E.I.C.

Construction of brick masonry valve chambers of following dimensions for depth as mentioned below comprising of 230 mm thick brick masonry in ready mix cement mortar 1:4 over a bed of 150 mm thick cement concrete of grade 1:2:4 for foundation with 150 mm offset all round, including racking out joints & plastering in ready mix cement mortar 1:3, 20 mm thick both on internal and external surfaces, internal surfaces finished smooth with a floating coat of neat cement, providing 100 mm thick RCC M-30 slab casted in M.S.angle box frame (galvanised) of 25 mm x 25mm x 5 mm size in three equal pieces/single piece with reinforcement weighing not less than 100 kg/cu.m, fabricated M.S. angle all around & M.S. galvanised flat stiffeners including formwork as per instructions etc. complete with lifting hooks at top, providing and fixing C.I. circular surface box weighing not less than 14 kg. over the RCC slab for key rod operation, painting, all as per specifications and directions of the E.I.C. including dewatering the pit, if required till completion of the work all complete.

Chamber measuring 0.60 mtr. X 0.60 mtr. of an initial depth of 600 mm (Clear internal dimension) with 100 mm thick precast cover slab but without surface box in single piece.

Extra depth over item No. 220.01 beyond initial depth of 0.60 mtr. all complete.

Brick masonry at all heights using well burnt Bricks from approved lots of class designation 35 classification as per IS 1077-1992 and min. average compressive strength not less than 3.50 N/sq.mm ) using ready mix CM 1:6 in 230 mm walls to correct line, level & plumb including raking out joints, curing, scaffolding etc. complete as per specifications, drawings and as directed by EIC for pipe supports, pedestals etc. at all levels including terrace .

Providing Galvanised iron Spool piece up to 450 mm long, threaded on both the ends, welding 4 mm thick MS plate of minimum size 150 X 150 mm or 3D X 3D ( ' D' is the outer dia of pipe ) whichever is greater at the centre including making hole of suitable size in MS plate, fixing in position in wall, floor or roof slab of water tank for casting along with RCC, all complete as per specification and as directed.

100 mm dia.

80 mm dia.

65 mm dia.

50 mm dia.

Providing GRP/FRP composite Mosquito proof hinged cover with frame for Overhead Water Tank (Having loading capacity not less than 300 Kg) of 'EVERLAST' with suitable locking arrangement, fixing the frame by providing corrosion resistant studs, nuts, built-in hold fasts etc. by chasing or cutting holes and grouting with ready mix cement mortar 1:1 /PCC 1:2:4 by adding approved water proofing compound @ 2% by weight of cement, all complete as directed by EIC.

Providing Gun metal Pressure reducing Valves of approved make and fixing the same on the G.I pipe line ( Downtake ) using white Zinc, hemp yarn etc. including testing the system for leakproofness all complete as shown & directed by EIC.

32 mm dia.

40 mm dia.

50 mm dia.

65 mm dia.

Total of Part II: - B

Part-II-C : Internal Drainage System

Supplying and fixing following size uPVC UV-Stabilised soil / waste quality pipes and fittings ( SWR ) for soil, waste, vent, anti syphonage, HVAC waste pipe and rain water pipe lines consisting following items of work:- i) Supplying uPVC UV-Stabilised Soil / waste pipe as per IS:13592 and IS:14735 Grade-B with Fittings of Supreme' make Note:- Some pipes only of specific dia are available in Departmental store which will be issued to contractor on chargeable basis @ rates given in Schedule B. However required fittings , fixtures, other materials, tools & tackles , labour charges etc. shall be provided by contractor. ii) Fixing the pipeline vertically using Metal clamps with rubber seal similar to Supreme make Cat. No. SWRMCR 1 to 6. iii) Providing and fixing uPVC cowl at the top of soil, waste water & vent pipe line. iv) Laying the pipe below floor / ground to proper slope and gradient for making connections of soil pipe line with inspection Chamber or manhole, waste water connection with Gully trap Chamber including the cost of cement mortar, cement concrete, waterproofing compound etc. v) Jointing the pipe with Solvent Cement & Rubber ring gasket with making holes in walls / floor grooving and redoing the same and brick support etc. Giving water-tightness test for the pipes laid as per codal provisions. Providing Ring Joint pipes at verticals and solvent cement jointed pipes at concealed locations. vi) Necessary cutting to the required length including short pieces, fittings with & without door, assorted fittings such as plugs, tees,couplers, reducers, cross tees, reducing tees,elbows, bends, cleaning pipe, single & doubleY, vent cowl, gaskets, offsets etc. For Soil waste and Vent pipe lines

50 mm dia. (Supplied by contractor)

75 mm dia. (Supplied by contractor)

75 mm dia. (Supplied by department) Note:-The pipe will be supplied by Department as per Schedule B.

110 mm dia. (Supplied by contractor)

110 mm dia. (Supplied by department) Note:-The pipe will be supplied by Department as per Schedule B.

160 mm dia. (Supplied by Contractor)

160 mm dia. (Supplied by department). Note:-The pipe will be supplied by Department as per Schedule B.

Supplying, fixing & concealing on walls /beams / columns etc. the following sizes uPVC Pipes & Fittings of specified class consisting following items of work:- i) Supplying uPVC pipes conforming to IS 4985 and uPVC moulded plain / threaded fittings conforming to IS 7834 for waste water pipe line of approved make. ii) Laying and concealing the pipe and specials for waste water by cutting / making 75 mm X 75 mm groove on the wall, fixing the pipe using metal straps wherever required and filling the groove with ready mix cement mortar 1:1 mixed with water proofing compound after laying and testing the pipe line, leak proof joints using cement solvent /Teflon tape ( for threaded fittings) of approved make, cutting the pipe to required length, preparation of surface, necessary tools etc. all complete. iii) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition for Urinal/wash basin/Sink waste & testing to 10kg /cm2 pressure.

Providing uPVC Floor Trap / Nahani Trap of following size having not less than 40 mm effective water seal, fixing the trap in position and connecting with waste water pipe by cement solvent / as per manufacturer's recommendation, embedding the trap in cement concrete 1:2:4 to correct level and gradient, providing and fixing 200 x 200 mm size top tile with central strainer & flat cover /flush strainer, closing the side inlets with plugs if required etc. all complete as per specification and as directed by EIC.

Multifloor trap of 110 x 75 x 50 size similar to M/s. Supreme make Cat No. NSPHMTS04L / NSPHMT005L and 3 pc top tile & flush strainer, mat finish similar to Supreme make Cat No. NSPHTT151L shall only be provided.

Providing HDPE sheet flashing fabricated by welding HDPE flexible sheet with 160 / 110mm dia HDPE pipe of about 400 mm long for PVC rain water pipes, fixing with ready mix cement mortar 1:2 mixed with water proofing compound and forming proper shape and grade and finishing with inlet mouth of rain water pipe, cutting RCC slab or wall if required, including the cost of cement mortar etc. all complete as specified and as directed by the Engineer-in-charge. Note:-For fixing HDPE sheet on RCC / Cement Concrete, bottom surface shall be sticked watertight by synthetic glue as per manufacturer's recommendation top portion shall be spread with approved synthetic glue and fine 0.5mm sand shall be spinkled over it and allowed to be dried. After drying it is to be embeded using cement mortar 1:2 as per required shape and form.

450 x 450 mm size HDPE sheet Flashing fabricated from 8 mm HDPE sheet and PN 6 grade 110 mm dia HDPE pipe.

Providing Stainless steel Dome mesh / jalli fabricated out of 1.5 mm dia 304 grade stainless steel wires welded to 15 mm x15 mmx1.00 mm thick "L" shaped stainless steel base ring / frame of same grade for PVC/C.I rainwater down take pipes on terrace floor including fixing the above unit over the inlet of the rain water pipe by embedding in waterproofing using ready mix cement mortar / concrete mixed with water proofing compound including the cost of fixing materials etc. all complete as specified and as directed by EIC.

Half Spherical Dome having opening 5 to 10 mm of 160 mm ID.

Providing Stainless steel plate jalli fabricated out of 304 grade stainless steel plate not less than 1 mm thick over 75 mm trap in balcony/ frame of same grade for PVC/C.I rainwater down take pipes on terrace floor including fixing the above unit over the inlet of the rain water pipe by embedding in waterproofing using ready mix cement mortar / concrete mixed with water proofing compound including the cost of fixing materials etc. all complete as specified and as directed by EIC.

circular shape having opening 5 to 10 mm of 75 mm ID.

Constructing brick masonry Gully Trap chamber of following size and upto 600 mm initial depth including providing and fixing gully trap, consisting following items of work:- i) Providing circular PVC gully trap of 160mm dia.X 110 mm dia. outlet of Approved make with FRP/GRP grating and embedding in position in cement concrete of grade 1:3:6 inside the chamber. ii) 230 mm thick brick masonry in ready mix 1:4 cement mortar over 150 mm thick cement concrete of grade 1:2:4, including earth work excavation. iii) 15 mm thick plaster in ready mix cement mortar 1:3 on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement. iv) Providing and Fixing FRP/GRP cover of size 300 X 300 mm with frame, all complete as per specification and as directed by the E.I.C.

PVC Gully Trap with 300 X 300 mm size Gully Trap chamber.

Providing following size sand cast iron soil quality Spout of approx. 600 mm long, cutting the pipes to required length, fixing in position by making holes in the RCC structure or brickwork, reinstating the same to the original condition using cement mortar by adding waterproofing compound all complete etc. as directed by EIC.

80 mm dia.

TOTAL OF PART- II-C Internal Drainage system.

Sai Sales Corporation

hirani enterprises

MARUTI ENTERPRISES

ANS Constructions.com

Renjin Construction

KALPANA STRUCT CON PVT LTD

Sai Sales Corporation

MARUTI ENTERPRISES

hirani enterprises

ANS Constructions.com

Renjin Construction

KALPANA STRUCT CON PVT LTD

Sai Sales Corporation

MARUTI ENTERPRISES

hirani enterprises

ANS Constructions.com

Renjin Construction

KALPANA STRUCT CON PVT LTD

Sai Sales Corporation

Avtar Interiors Pvt Ltd

Renjin Construction

MARUTI ENTERPRISES

ANS Constructions.com

KALPANA STRUCT CON PVT LTD

Sai Sales Corporation

Avtar Interiors Pvt Ltd

Renjin Construction

MARUTI ENTERPRISES

ANS Constructions.com

KALPANA STRUCT CON PVT LTD