NFC KOTA TOWNSHIP CONSTRUCTION OF DISPENSARY

Amount

CIVIL WORKS

PH WORKS

FIRE FIGHTING WORKS

ELECTRICAL WORKS

Description of Work / Item(s)

Amount

PART-I CIVIL WORKS

Sub-structure

Super-structure (Structural)

Form work

Steel Reinforcement work

Masonry work

Flooring work

Doors and windows

Fittings and Fixtures

Waterproofing treatment

Plastering work

Painting work

Miscellaneous work

Description of Work / Item(s)

Amount

PART I-A : SUB STRUCTURE

Earth work excavation over areas/Surface excavation by mechanical means (Hydraulic excavator)/ manual means to required profile, level, grade, camber etc. in all soils as mentioned below (in all depth, 1.50 m in width as well as 10 sqm on plan area) for mass excavation including dressing of excavated area, filling the plinth/ low spots/ areas with approved excavated earth in layers not exceeding 150 mm, watering, consolidation to obtain 90% proctor density etc. and stacking/ disposing the surplus excavated materials within a lead of 300 m and all inherent lifts etc. to the required location etc complete all as per specification,drawing and as directed by the Engineer-in-Charge.

In all soil other than soft & hard rock.

In soft rock.

Hard rock (by chiselling or wedging or rock hammer & cutter or hydraulic splitter or by using machines such as proclaim with jack hammer or controlled blasting (obtaining permit shall be responsibility of contractor) as directed by EIC.

Depth not exceeding 1.5 m from ground level

Soft rock.

Hard rock (by chiselling or wedging or rock hammer & cutter or hydraulic splitter or by using machines such as poclain with jack hammer or controlled blasting (obtaining permit shall be responsibility of contractor) as directed by EIC.

Depth exceeding 1.5 m & up to 3.5m from ground level

Soft rock

Hard rock (by chiselling or wedging or rock hammer & cutter or hydraulic splitter or by using machines such as poclain with jack hammer or controlled blasting (obtaining permit shall be responsibility of contractor) as directed by EIC.

Cement concrete of specified grades at all locations & depths for the following works using graded stone aggregate of 20mm maximum size including necessary form work, using RM500 or RM800 and its equivalent mixer machine, transporting, placing in position consolidation, finishing, curing etc. complete as per specifications, drawings & as directed by the Engineer in charge. Nominal Reinforcement if provided shall be measured & paid under relevant item.

P C C M10 grade in bed concrete to pilecaps, foundations, pedestal, encasing etc.

P C C/R C C M-15 grade in sub base flooring, foundation in pedestals, cable pits, cable trenches, plinth protection, encasing etc. Notes for Reinforced Cement Concrete i) Cement for structural works shall be OPC/PPC ISI marked and duly approved by the Engineer-in-charge ii) PPC/blended cement of ISI marked shall only be used for finishing works on prior approval of Engineer-in-charge iii) All RCC work shall be controlled concrete unless otherwise specified and shall be carried out strictly in accordance with the drawings and specifications. iv)The rates for RCC works shall be exclusive of cost of reinforcement and form work unless otherwise mentioned. v) All coarse aggregate to be of 20mm. maximum size & uniformly graded unless otherwise mentioned.M-Sand/River sand as approved by the engineer-in-charge shall be used for Mortar/concrete/ Plastering works. vi). For all RCC items, the rates quoted shall include the following without any extra cost to the Department. a)Spacers to maintain clear cover for reinforcement. b)Fixing at correct level and in proper alignment the inserts, pipe sleeves, pipe bends, hooks, other pipe specials etc. supplied by / through the dept. c) Making cutout whereever required including cutting the form works etc d)Test for Concrete shall be done as per IS 456-2000. and the cost of the same shall be borne by the contractor. e) Mix design shall be submitted by the contractor to the Engineer in charge for approval.

Reinforced Cement Concrete of grade as mentioned below in foundation and plinth at all levels and locations confirming to I.S. 456 and 13920 latest edition, using 20mm. maximum size down graded stone aggregate including use of RM500 or RM800 and its equivalent mixer machine, conveying,placing in position, mechanical consolidation, finishing, curing etc. all complete as per specifications and drawings and as directed by the Engineer in charge, for the following.

M30 grade of reinforced cement concrete For all type of Structural / RCC elements with all geometrical shape and sizes

Providing, erecting, fixing in position striking / removing and cleaning steel / timber shuttering & centering for form work in foundation plinth at all locations for all geometrical shapes in plain,curved surfaces of structural / RCC elements including chamfers, splays, keys, wedges, props, rails, bracings, brackets, cutting holes for pipes etc., providing & applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, where plastering to be done, including all materials, labour etc. all complete as per specifications, drawings and as directed by the Engineer-in-charge. i)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). ii) The rate of formwork shall include all type of structural / RCC elements and geometric shapes including circular and any other curved surfaces.

Reinforcement for RCC work including supplying, delivering, storing of various diameters as required at site of work including loading, unloading, transporting, decoiling, straightening, cutting, bending, placing in position at all locations & levels 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 Engineer in charge.

Thermo Mechanically Treated bars of grade Fe-500 D manufactured by SAIL, TATA STEEL and RINL only. The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment.

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with cement mortar 1:6 (1 cement : 6 coarse sand), curing complete as directed by Engineer-in-charge. (i)The contractor shall get approved the samples / source of stones from the Engineer-In- Charge before procurement on large scale and shall maintain the same for the entire work ii) 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.

Brick work using clay bricks laid using cement mortar 1:6 as specified at all depths and heights , steel Tubular scaffolding, raking out joints curing etc.complete as per specification and as directed.

15mm thick cement plaster 1:4 in single coat at all locations to correct line, level, plane and plumb for storm water drain, chambers, steps etc., finished smooth with neat cement finish, including preparing the surface, scaffolding, curing etc. all complete as per drawings, specifications and as directed by the Engineer in charge.

Disposal of surplus excavated materials including crushing of cut pieces/boulders of soft/hard rock, loading, transporting, unloading, Filling and levelling in identified low lying areas within campus including installation of crusher machinery, collecting the stone boulders/pieces, crushing the bolders, transporting the crushed material by mechanical means within the campus, spreading & filling in layers not exceeding 150mm thick, watering, consolidation to obtain 90% proctor density and levelling including stacking the surplus crushed materials at the designated location as shown etc. complete all as per specification and as directed by Engineer-in-charge. Notes: i) The excavated soft and hard rock materials shall be crushed to a grain size not more than 6mm (approx) by an automated/compact electrically operated crusher machine installed at site. ii) The crusher machine shall be installed and operated by the contractor for the work and no extra payment shall be payable for crusher machine. iii) The crusher machine shall be dismantled and taken away from the site after the work is completed at contractor's own cost. iv) The contractor shall clean the area on which crusher machine is installed and make it to original condition without any extra cost to the department.

Providing and laying dry rubble stone hard core soling of 230mm consolidated thickness in sub base to floor and in plinth protection to required levels and lines with first quality rubble, hand set, well packed including filling the interstices with smaller stone chips of approved quality, supplying & finishing / blinding the surfaces with approved blinding quality murrum/ stone dust including watering, consolidation etc. complete as per specification drawings & as directed by Engineer in charge.

Supplying and spreading pesticides chlorpyriphos or other chemical approved by central insecticides board as directed by the manufacturer and spraying the mixture uniformly by sprayer as pre-construction anti- termite treatment at the rate of 7.5 liters per sq.m. on vertical and 5 ltrs. per sq.m. on horizontal surfaces (or as directed by the manufacturer ) within the trenches, 50% of the emulsion to be filled in the holes made in trenches at 150mm. centre to centre etc. complete as per IS 6313 Part-II. (The payment will be made on the basis of plinth area measurement only at ground floor/stilt area for all stages of operation and vertical face will not be measured for payment) all complete as per specifications, drawings and as directed by the Engineer in charge a) This item will be executed through approved agency who is a member of Indian Pest Control Association, approved by Central Insecticides Board. b)The contractor shall have to furnish ten years guarantee in the prescribed proforma as per Section-10 (iv) Conditions and clauses of contract-2008, to maintain the anti-termite treated area/structure free from termite c) Prior approval of Engineer in Charge shall be obtained after testing the chemical for antitermite to be used and shall be tested in approved laboratory and to be submitted to Engineer in Charge . Cost of testing shall be included in the rates quoted.

Providing and laying damp proof course 38mm thick at plinth level in cement concrete 1:2:4 using 10mm. maximum size and down graded stone aggregate, mixed with approved water proofing compound at 2% by weight of cement laid to levels, slopes etc. including applying a coat of hot bitumen of grade 80/100 at 17 kg./10 sq.m. including cost of form work, curing all complete as per specifications & as directed by the Engineer in charge.

Providing and laying patent box type cement based water proofing treatment of approved agency for basement raft, lift well & trenches etc. at all levels & locations as per specification of the water proofing agency including cleaning of surfaces, curing and testing the pit for water tightness, rectification of defects if any, etc. complete as per specification, drawing and as directed by the Engineer-in-charge as per the following. a) Providing 50 mm to 70mm thick water proofing treatment for base / floor consisting of i) Ist layer Kota stone of approx. size 600x600x20mm thick of approved quality rough stone slab over a 25mm thick base of cement mortar 1:3 (1 cement:3 course sand) mixed with waterproofing compound conforming to IS:2645 in the recommended proportion. Joints sealed and grouted with cement slurry mixed with water proofing compound conforming to IS: 2645 in proportions recommended by the manufacrurer ii) 2nd layer of 25mm thick cement mortar 1:3 (1cement : 3 coarse sand ) mixed with water proofing compound in recommended proportions iii) Finishing top with stone aggregate of 10mm to 12mm nominal size spreading@ 8cudm/sqm thoroughly embedded in the 2nd layer b) Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing kota stone of approx. size 600x600x25mm thick of approved quality,(rough stone slab) with cement slurry mixed with water proofing compound conforming to IS: 2645 in recommended proportion with a gap of 20mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior stone slab with cement mortar 1:3(1 cement : 3 coarse sand) 20mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge. i)The contractor shall get written approval from the Engineer -in-Charge, for the water proofing agency engaged and shall submit the specification of the waterproofing before commencement of work. ii) The contractor shall test the surface where water proofing treatment 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 or junction etc. iii) The contractor shall furnish guarantee bond on appropriate stamp paper in the proforma as per Section-10 conditions and clauses of contract for the entire waterproofing treatment for maintaining the surroundings and under side surfaces of the waterproofing treatment 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 iv) The Contractor shall keep the pit/R C C trench filled with water after the water proofing work has been completed and shall clean it before handing over. At no time shall the pit/R C C trench be kept Testing for the bone dry condition for the water proofing work carried out shall again be done, before handing over , if found necessary by the Engineer- in-Charge.

TOTAL OF PART 1 - A : (Sub Structure)

PART I-B : SUPER-STRUCTURE (STRUCTURAL) i) Super structure items included in this schedule pertains to all the works above plinth level upto roof including parapets, water tanks,machine room, terrace level works etc. unless specified otherwise. Notes for Reinforcement Cement Works a) All RCC works shall be controlled concrete unless otherwise specified and shall be carried out strictly in accordance with the drawings, specifications and as directed by the Engineer in Charge. b) The water tank work shall be as per IS 3370 -2009 latest edition c)The rates for RCC works shall be exclusive of cost of reinforcement and formwork unless otherwise mentioned. d)All coarse aggregate to be 20mm. maximum size and uniformly graded unless otherwise mentioned. e)For all RCC items, the rates quoted shall include the following without any extra cost to the Dept. i) Spacers to maintain clear cover for reinforcement. ii) Fixing at correct level and in proper alignment the inserts, pipe sleeves, pipe bends, fan hooks, other pipe specials etc.supplied by/ through the Department. iii)Cut out in slabs, construction joints etc. f)Test for concrete shall be done as per IS 456-2000 and the cost of the same shall be borne by the contractor

Reinforced cement concrete of grade M-30 in super structure for all type of Structural / RCC Elements with all geometrical shape conforming to IS 456 and 13920 latest edition, at all floors and levels for all structural members in all geometrical shapes/ design as per drawings using graded stone aggregate of 20mm and down graded including machine mixing, conveying, placing in position, mechanical consolidation, finishing, curing, etc. complete all as per drawings, specifications & as directed by Engineer in Charge.

TOTAL OF PART I-B : [ Super Structure ~ Structural ]

PART - I-C : FORM WORK i) For double/ multi stage shuttering design calculations and details / 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 all 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 form work including single /multiple staging at all level & locations for all geomatrical shapes in plain/curved surfaces of structural / R C C elements and including rails, bracings, props, brackets, cutting holes for pipes etc., providing & applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, all materials, labour etc. complete as per specifications, drawings & as directed by the Engineer in Charge. (Area of form work in contact with concrete shall only be measured for payment & stop boards for construction joints etc. will not be measured for payment).

Providing ,erecting fixing centering Shuttering work using ply board to obtain form finished concrete surfaces of F3 finish to ceilings at all floors, heights & locations including single / multiple staging at all floors and locations for all geomatrical shapes in plane , curved surfaces of structural / R C C elements including chamfers splays, keys, wedges, props, rails, bracings, brackets, cutting hole for pipes etc. providing and applying approved form oil to all surfaces of form work coming in contact with concrete and skirting / removal of the same including finishing by filling form -tie - holes , removal of fins , ridges, and irregularities by grinding filling air holes, with sack rubbed finish cleaning up loose and adhering debris including all materials labour etc. Complete as per specifications drawings and directed by Engineer in charge.

Total of PART I-C : (FORM WORK )

PART - I-D : 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 Engineer in charge. (Cost of binding wire shall be borne by the contractor & shall not be measured for payment).

Thermo Mechanically Treated bars of grade Fe-500 D manufactured by SAIL , TATA STEEL and RINL only.

Total of PART I-D : (STEEL REINFORCEMENT)

PART - I-E : 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 solid autoclave aerated concrete bricks/ blocks from approved manufacturers conforming to IS2185 (part 3) latest edition in CM1:6 in walls to correct line, level and plumb including racking out joints, curing, scaffolding, etc complete as per specification, drawings and as directed by Engineer in Charge.

Providing solid autoclave aerated concrete brick/block work 115mm thick in partition walls, dwarf walls, parapets, under platforms, curtain walls, fins,external boxing etc. at all floors and locations as per drawing, conforming to IS2185 (part 3) latest edition 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. i) 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. ii)Without RCC stiffeners for support walls, nitches etc.

TOTAL OF PART I-E : Masonry Work

PART -I-F : FLOORING & CLADDING WORK a) The floor finish level shall be generally in level matching with the surrounding floor finish level & as per drawing. No extra payment shall be entertained for matching the floor differences. b) Adjustment of levels in thickness of mortar bedding due to different types of flooring, if any, shall be done by the contractor without any extra cost to the Department. c) The contractor shall submit and get approved the sample for flooring, skirting, dado tiles from Engineer in charge before bulk procurement. d) Pattern & design of flooring/ skirting/ dado shall be approved by the Engineer in charge before commencement of work. e) Exposed edges of all natural stones used for the works like Kotah, Marble, Granite etc.shall be machine cut and shall have uniform thickness and mirror polished unless otherwise mentioned. f) The rate shall include cost of making the flooring to all geometrical shapes and sizes without any extra cost to the Department. g) All Kota stone work shall be mirror polished to get high gloss finish and the rate shall be inclusive of the same in the respective item. h) Wherever dissimilar floor finishes are placed adjacent 3mm thick x 25mm wide aluminium flat dividing strips shall be provided by the contractor without any additional cost to the Department. i)The sizes of tiles mentioned are approximate and subject to the availability in market during execution. If the reuired 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.

Providing & laying at all floors & locations vitrified tile marbonate of M/s. H & R Johnson (I) Ltd. or as per quality of approved manufacture of complete range of marbonate series or approved making in all colour conforming IS-15622 including series of 600x600mm size, having 8.5mm thickness (or shall be as per manufacturers specification) in flooring / skirting / dado/ clading at all floors and location in approved pattern and colour laid over cement mortar bedding/ backing, close jointed and grouted with white cement slurry and including 3 mm thick and 8 mm deep grout line using PVC spacers for creating true alignment and gap between vitrified tile flooring & Skirting at apecified places as per drawings / as directed and grouting the joints with matching cementitous tile grout mixed with approve tile additived of M/s Dr fixit or approved equivalent 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. complete all as per drawings, specifications & as directed by Engineer in charge.

In flooring using tiles of size 600X600/600X1200 laid over 20mm thick cement mortar 1:4 (1 cement :4 sand) bedding

In skirting using tiles of size 600X100 laid over 12mm thick CM 1:3 ( 1 cement : 3 sand) backing.

Providing & laying at all floors & locations Anti skid vitrified tile marbonate of M/s. H & R Johnson (I) Ltd. or as per quality of approved manufacture of complete range of marbonate series or approved making in all colour conforming IS-15622 including series of 600x600mm size, having 8.5mm thickness (or shall be as per manufacturers specification) in flooring / skirting / dado/ clading at all floors and location in approved pattern and colour laid over cement mortar bedding/ backing, close jointed and grouted with white cement slurry and including 3 mm thick and 8 mm deep grout line using PVC spacers for creating true alignment and gap between vitrified tile flooring & Skirting at apecified places as per drawings / as directed and grouting the joints with matching cementitous tile grout mixed with approve tile additived of M/s Dr fixit or approved equivalent 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. complete all as per drawings, specifications & as directed by Engineer in charge.

In flooring laid over 20mm thick cement mortar 1:4 ( 1 cement : 4 sand) bedding

Providing and laying at all floors and levels 6mm.(min.) thick or as per specifications of approved manufactuer first quality glossy / matt / antiskid / rustic / digital with glazed finish ceramic tile for flooring /dado/ cladding as per the approved pattern and colour as mentioned below of M/s H . R Johnson (I) Ltd. / M/s. Somani / M/s. Kazaria laid in cement mortar 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. The sizes of tiles mentioned below are approximate and subject to the availability in market during execution. If the reuired 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.

In Flooring with matt finished/ antiskid tile of size 300x300mm/600x600mm laid over 20mm thick cement mortar bedding 1:4 (1 cement : 4 coarse sand)

In dado/ clading of size 300x300/450/600mm with approved design/ pattern etc. tile laid over 12 mm thick Cement mortar bedding 1:3 (1cement :3 sand) backing. PVC corner bedding/nosing of approved quality and colour at the corner and edges of the tiles including finishing and embedding in the wall etc. complete all as directed by the engineer- in- charge.

Digital printed with glazed finished ceramic tile of size 300x300/450mm size in dado/cladding with approved design/ pattern etc. tile laid over 12 mm thick Cement mortar bedding 1:3 (1cement :3 sand) backing. PVC corner bedding/nosing of approved quality and colour at the corner and edges of the tiles including finishing and embedding in the wall etc. complete all as directed by the engineer- in- charge.

Providing & laying machine cut & machine polished (mirror polished) Kotah stone for flooring/skirting/treads/risers/ramps etc. laid over cement mortar bedding /backing, close jointed & grouted with matching cement slurry and finished to line, level, curing etc. as required, including cutting of stone slab, wastage, making cut outs,wherever required, machine polishing /hand polishing (where machine cannot have access) etc. complete all as per specifications, drawings and as directed by the Engineer in charge.

In flooring with machine polished kotah stone slab of size 575x575x 25mm thick laid over & including 20mm. thick cement mortar 1:4 ( 1 cement : 4 coarse sand) bedding.

In skirting/sloped skirting with machine polished kotah stone slab of size 575x100x20 mm thick laid over and including 12mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand) backing

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 C.M. 1:3 or in case of concrete member supported over 40x40x6 mm MS angle to the correct line, level, curing, making good the surfaces etc. complete all as per specifications, drawings and as directed by the Engineer- in- Charge. Only area of exposed top surface shall be measured for payment. (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 etc. all as per specifications, drawings and as directed by Engineer in charge.

Sandwitch type topping of kitchen/ wash basin platform with combination of black granite (18mm thick) (in one piece) at top & cuddapa stone (38mm thick) at bottom total thickness with mortar of about 85mm and width of about 600mm, machine polished on one side, set in cement mortar 1:3 ( 1 cement : 3 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 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.

For support walls and kitchen/ wash basin fins, facia with black granite minimum 18 mm thick & about 100 mm wide, machine cut machine polished (on exposed surface) stone fixed with approved adhesive with necessary cement paste, including rubbing, curing, moulding, polishing to edges etc. all as per drawing & specification and as directed by Engineer in charge.

Providing machine cut/machine 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 cement mortar 1:3 of appx. 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.

Providing and fixing 18 mm thick honed Finish Granite stone gang saw cut, Honed polished , premoulded and prepolished, machine cut for treads/ risers /steps / ramps of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish, providing factory cut three Nos. of antiskid grooves including half round moulding the edges etc. complete at all levels

Providing and laying jet Black, Cherry Red, Elite Brown, Cat Eye or approved color Polished Granite stone flooring and Skirting in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.

Providing and fixing gang saw cut, semi polished/mirror polished, premoulded and prepolished, machine cut marble stone piece of 18mm thick for flooring/skirting/treads/ risers / steps /ramps / seating etc as mentioned below, laid at similar locations of required size, approved shade, colour and texturewith approppriate bedding/backing, joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

In flooring with semi polished marble stone of size 1200x1200x 18mm thick laid over & including 20mm. thick cement mortar 1:4 ( 1 cement : 4 coarse sand) bedding.

In skirting/sloped skirting with semi polished marble stone of size 1200x125x18 mm thick laid over and including 12mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand) backing

Semi Polshed marble for treads 18mm uniform thick in single piece in length up to 1250/1500mm (approx.) laid over 20mm thick cement mortar 1:4(1 cement :4 sand)bedding, including providing factory cut three Nos. of antiskid grooves including half round moulding the edges etc.complete.

Semi polished marble for risers 18mm thick in single piece (length up to 1250/1500mm approx.) laid over with 12mm thick cement mortar 1:3 (1cement :3sand) backing

Udaipur Green marble for treads 18mm uniform thick in single piece in length up to 1250/1500mm (approx.) laid over 20mm thick cement mortar 1:4(1 cement :4 sand)bedding, including providing factory cut three Nos. of antiskid grooves including half round moulding the edges etc.complete.

Raj Nagar plain white marble for risers 18mm thick in single piece (length up to 1250/1500mm approx.) laid over with 12mm thick cement mortar 1:3 (1cement :3sand) backing

semi polished marble in Ramps with 100 mm wide strips of maximum 1500 length.

Providing and laying pavement pathway by using coloured and decoratively designed Paver blocks of Classic, Dura crete/Euro, or approved equivalent make, shade, size, 60 mm thick block of M30 grade, laid over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand, running plate compactor after laying the paver blocks to avoid any future settlement, etc., and finished to levels, slope as required etc., complete as directed by Engineer-in-Charge

Providing and laying chequered/patterned tiles 300X300mmX30mm thick of approved make including levelling,curing,finisihing and cleaning etc. complete to obtain required finish complete on 20 mm thick bed of cement mortar 1:4 (using crushed sand) as per specifications and drawings complete as directed by the Engineer-in-charge

Providing and laying nuvocotto premium clay tiles of m/s banglore tile company/ approved manufacturer at all floors and location of size 230x75x 9mm thick or approved size and colour and shades with approved combinations etc. for cladding, facia, fins etc. of all geometrical shape over the concrete / plastered surface,supplying exterior grade tile adhesive of M/s. fosroc or approved manufacturer, in plumb, line, level, scaffolding including all complete as per specification, Drawings and as directed by the Engineer in Charge. NOTE The size 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. The space will be of 5mm and will be filled by polymer Modified Mortar. Colours in tiles are Burgundy, Natural & Cappuccino

Sand Stone work (machine cut edges) of thickness 30mm and single piece length upto 2.00 meters for wall lining etc. (veneer work) upto 10 metre height, exposed face machine cut and table rubbed with rough backing filled with a grout of average 12 mm thick cement mortar 1:3 (1cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 whitecement : 2 stone dust) with an admixture of pigment matching the stone shade, making chases, providing and fixing stainless steel cramps and pins as directed by Engineer-in-charge.

TOTAL OF PART I F : [ Flooring Work]

PART I-G : DOORS AND WINDOWS 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 alongwith 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 etc. in all geometrical shapes and sizes without any extra cost to the Department.

Profile 145 x 60 mm with single rebate.

Providing,supplying and fixing hollow metal flush steel doors (Two hours fire rating) 40mm thick of approved make consisting of door frame and shutter and all hardware fittings ,frame made out of 16 gauge thick G.I sheets and shutters made of 16 gauge thick sheets ,hollow portion filled with puff, including necessary stiffners in shutter sand frame, vision panel of specified size with 4mm glass and clip on pressed steel frame for vision panels,fixing 4nos heavy duty stainless steel 304 grade ball bearing hinges, mortise/ dead lock of approved make, a pair of 200mm long stainless steel handles, 250mm long stainless steel tower bolt, etc. frame hollow portion filled with PCC1:2:4, necessary holdfast embedded in concrete, fixing in concrete with anchor fastners. Finished with Polyurethane painting of approved colour complete all as per drawings and specifications and as directed by the Engineer-in-charge

Providing & fixing in position second class approved quality teak wood moulded, rebated frames of sizes as instructed by the Engineer in charge, wrought and finished sizes, conforming to IS : 4021-1967 for doors/cupboard/wardrobes/ exhaust fan frame etc. at all height and location, including making holes in concrete/ masonry walls and providing and fixing MS hold fasts 300 x 30 x 3mm thick embedded in plain cement concrete 1:3:6 in case of brick work and M S 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.

Supplying & fixing in position 38mm thick single/double leave solid core block board flush door shutters of appropriate size with commercial ply (Greenlam laminates) facing on both sides conforming to IS 2202 (latest) of M/s Kalpataru M/s. Anand M/s Kutty with external type second class teak wood lipping alround of size 38x20mm, fixing shutters in position to pressed steel door frames/wooden frames/granite frame works (door frames shall be paid separately under relevant item) at all floors by cutting / planing if necessary including labour for fixing of the fittings & fixtures as per drawing with wooden packing pieces if necessary (but excluding the cost of fittings and fixtures which shall be paid separately under relevant item) including painting the shutters all over as mentioned below all complete as per specifications,drawings & as directed by Engineer in charge..

with two coats of synthetic enamel paint of approved make & colour over one coat of approved primer

with melamine polish (two coats) with sealer coat, filling with melamine filler, sanding, re-sanding with water paper

Providing & fixing in position approved quality 2nd class teak wood architraves of finished section of approved profile 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 taped screws at 600mm center, painting with two coats of synthetic enamel paint of approved make, & colour over one coat of approvedprimer etc. all complete as per specification & drawings.

Size 50mm x 20mm of finished size

Extra for Providing Vision panel of size 450x200mm/ 400x200mm/any other size as per drawing including fixing 5 mm thick modi guard clear glass with necessary beadings/ lipping as per manufacturers' specifications complete all as per specifications and as per drawings and as per direction of EIC.

Providing and fixing 25mm thick pre-laminated high density fibre board high moisture resistant IS:15380 marked with one side decorative and other side balancing lamination for cupboard/wardrobe shutters edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand including ISI marked nickel plated bright finishing M.S. piano hinges conforming to IS:3818 marked with necessary screw etc all complete.

Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid WPC profile of size 75 mm width & 50 mm thickness with homogenous fine cellular structure having smooth outer integral skin, termite/ borer proof/ water/ moisture proof and fire retardant, inlcuding providing and applying wooden grain finish paint, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer's specification and direction of Engineer-in-charge.

Providing & fixing factory made single extruded WPC (Wood Plastic Composite) solid plain flush door shutter of 30mm thick size comprising of virgin polymer of K value 50-60 (suspension grade), calcium carbonate and natural fibers (Wood powder only) and non toxic additives having minimum density of 550 kg/cum to 650 kg/cum and screw withdrawl strength 1800 N (face) and 900 N (Edge) minimum compressive strength 50 N / sq.mm. and resistant to spread of flame of class A category with property of being termite/ borer proof/ water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk, s.s. screws, all inclusive as per direction of Enginees- incharge etc. eomplete (with prior approval of concerned Superintending Engineer)

Providing and fixing approved quality machine cut, mirror polished 18/16 mm uniform thick granite/Baroda green marble for door/window 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 correct line, level and plumb, closed jointed, machine grouting, cement slurry, curing including cutting of stones to get rounded exposed edges, wastage, final hand polishing, rounding of free exposed stone edges etc. complete as per specifications and drawings and as directed by the Engineer in Charge.

Supplying and fixing in position at all floors integrated bronze anodised matt finished [15 micron thick], aluminium section [extruded] for aluminium Door / windows sliding / top hung/ fixed / grill/ adjustable louvered/ windows as per drawing of approved manufactures with extruded sections of Jindal / Indal / Aluminax or other approved eqivalent 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 thermocole & polysulphide 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. Approval of the Dept. for the complete design and shop drawing shall be obtained before commencement of the work.

Providing and fixing following type of approved quality glass panes for doors/ windows/ventilators, of M/s. Modiguard/sanit gobains or equivalent and fixing with aluminium frame work including fixing aluminium channel beading (to be paid under relevent item)and providing and fixing with 2 way EPDM gasketing ,to ensure water and air tightness and neoprene cushions /gasket accommadated in grooves, necessary bronze anodised screws etc., all complete generally as per drawings specifications and as directed by the Engineer-in-charge.

4 mm thick clear float glass

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

6 mm thick clear float glass

TOTAL OF PART -I-G: DOORS & WINDOWS :

PART : I-H : FITTING & FIXTURES: i)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. ii) All fittings & fixtures shall conform to relevant IS code.

Supplying at site of work approved quality and manufacturer M/s. Godrej or equivalent. S.S. fittings, fixtures and fastenings along with S.S screws, bolts, nuts, washers wooden packing pieces if necessary etc. and other accessories etc complete

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

Tower Bolt: 150mm. Long x 12mm/13mm barrel.

SS Door/Cupboard handles- 22mm dia 150mm long- KICH- 316 grade

SS Door handles- 22mm dia 300mm long- KICH- 316 grade

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

Door stopper with rubber bushing (shutter mount type)

Butt Hinges of size 125x76x2.8mm

Baby Latch 100mm long

Providing and fixing heavy duty floor spring for aluminum doors with off set pivots, double action (1800 minimum swing) with oil check boxes of OZONE or equivalent make for doors.

Providing and fixing Double strip (horizontal type) magnetic catcher of approved quality in cupboard /ward robe shutters, including fixing with necessary screws etc. complete.

Supplying and fixing Mortice lock with six lever chromium plated Godrej make with pair of detachable, pressure dia-cast chromium plated handles on both sides with chromium plated brass screws for left hand/right hand with brass socket plated, (exact number for left, right and double shutter shall be ascertained based on site requirement) all complete as per specifications & as directed by Engineer in Charge.

Providing and fixing 50 mm special quality CP brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete.

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, of following door weight and size with necessary accessories and screws etc. complete.

door weight upto 35 kg and door width upto 700 mm

door weight upto 60 kg and door width from 701mm to 850 mm

door weight upto 60 kg and door width from 851mm to 1200 mm

Supplying and fixing venetian blinds as required for existing window openings of various sizes in various plants and buildings of approved shade and colour made up of high strength aluminium alloy head rail powder coated channel of approved shade, friction free heavy duty acrylic runners, control units, synthetic washable fabric of water and oil repellent / good quality horizontal 25 mm slots of 0.18 mm thick virgin Aluminium magnesium alloy for horizontal blinds including all spares, fixing to walls by approved means complete all as per manufacturer's specification and as directed by Engineer-in-Charge.

TOTAL OF PART -I-H: Fittings & Fixtures

PART - I-I ~ WATERPROOFING TREATMENT: 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 waterproofing before commencement of work. b) The contractor shall test the surface where water proofing treatment 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.

Providing and laying integral cement based water proofing treatment of the agency approved by department, including preparation of surface as required for treatment of roofs, terraces etc mixing with waterproofing compound as per IS : 2645 :2003, with average thickness of 115mm and minimum thickness at drain point as 65 mm. Following works are included in above item. a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with proprietary water proofing compound over the RCC slab including cleaning the surface before treatment. b) Laying cement concrete using broken bricks/brick bats 25 mm to 100 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with proprietary water proofing compound over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixed with proprietary water proofing compound to required slope and treating similarly the adjoining walls up to 300 mm height including rounding of junctions of walls and slabs. c) After two days of proper curing applying a second coat of cement slurry admixed with proprietary waterproofing compound. d) Finishing the surfaces with 20 mm thick joint less cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with proprietary water proofing compound and finally finishing the surface to receive the China Mosaic waterproofing treatment. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer in Charge.

Extra for additional thickness of brick bat coba over and above standard average thickness of 115 mm. for effective slope wherever required.

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 water proofing 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 @ 4.4. Kg/sqm mixed with water proofing compound `Impermo' of Snowcem or equivalent conforming to IS 2645 in recommended proportions. ii) IInd course of cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportions, 20mm thick up to finished floor level and 15mm thick above finished floor level up to 600mm. iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg per sqm of area. iv) IV th course of 200 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.)

Providing cement based waterproofing treatment by 'Injection & Surface' method of the agency approved by the dept. cement based water proofing treatment of 50 mm. and 25mm. thick for the floor and walls respectively of the over head water tank on terrace, finished perfectly smooth to correct line, level and plumb including preparing the existing surfaces, necessary scaffolding, curing etc. complete as per waterproofing agency's specifications and testing water tank for the water tightness and rectification of defects, if any, to render the outer surface bone dry etc. complete as per specifications, drg. & as directed by the Engineer in charge

Providing China Mosaic water proofing over concrete/plastered surface of horizontal, vertical, sloped/ curved surfaces, rounded vatas, sharp corners, junctions etc., using broken pieces of approved colour ceramic tile laid over and including 20mm thick cement mortar 1:3 screed mixed with approved waterproofing compound @ 2% by weight of cement, cost of all materials, labour, curing, breaking the tiles to the pieces of required size and shape, laying / fixing the tile pieces to the required line, slope, levels etc., providing extra screed as required for quick & easy flow of water, curing etc., at all heights including necessary scaffolding, cleaning the surface initially with saw dust and finally with acid all as per specifications and as directed by the Engineer-in-Charge.

TOTAL OF PART -I-I ~ Waterproofing Works

PART I - J : PLASTERING WORK : a) 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. b) 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. c) 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. d) No extra claim/cement 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.

Cement plaster of 15mm thickness in single coat with cement mortar 1:4 mix for internal brick / concrete surfaces for all walls and beams flush with walls, mullions etc. at all floors, heights, slopes and locations on plane or curved surfaces including rounding wherever required, prepare the 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 in charge

Cement plaster 15mm thick in cement mortar 1:4 at all locations including water proofing agent @ 2% by weight of cement, preparing the surfaces, finishing with neat coat cement to correct line, level and plumb, curing etc. as per specifications, drawings and as directed by the Engineer in Charge

External cement plaster of following type of 20 mm thickness in two coats for brick/ concrete surfaces (back coat and finishing coat of 10 mm. thick each) with water proofing agent @ 2% by weight of cement in cement mortar 1:4 at all heights and locations including drip mould scaffolding, preparing the surfaces, finishing and rendering with sponge to correct line, level and plumb, curing including making grooves , vatas, plaster fluting (plaster in steps) etc. where ever required complete as per specification and drawings and as directed by the Engineer in Charge. Note:- No extra claim for making vatas150X150mm at junction of walls and chajjas, canopies etc.

Sand faced plaster

Smooth faced plaster

Total of Part -I-J : Plastering Work

PART : I-K ~ PAINTING :

Providing and applying 2mm thick Plaster of Paris punning to walls, beams, ceilings, columns in perfect line and level over the base of single coat cement plaster including roughening of existing surface making 6 mm groove at skirting and door, window jamb, sill, lintel, etc. complete. The rate is exclusive of base coat cement plaster.

Providing and applying 1.5mm thick cement base wall care putty in two coats of M/s. Birla White at all floors and locations, plastered surfaces finished smooth to correct line, level, plane, 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.

Painting sand faced plastered /concrete surfaces with two coats of exterior grade Acrylic emulsion paint of M/s Asian Paint or at par approved manufacture and approved colour and shade over a coat of cement based water repellent paint of approved make and shade as mentioned below all as per manufacturer's recommendations and as per the approved sample including providing necessary scaffolding,cleaning the surface with water to remove all coating, dust, filling up cracks & crevices with approved putty, curing the surface etc. complete as per specifications and as directed by Engineer in Charge Note:- In case of RCC Jalli, both sides of the jalli shall be measured for payment.

Painting plastered /concrete surfaces with two coats of acrylic premium 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

TOTAL OF PART I-K ~ Painting Work

PART : I-L ~ MISCELLANEOUS WORKS 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 levels and locations in guard bars, grills,guard bars, for windows, covers, frame for pit/trench, truss, purlins for skylight, cover bracket for slanting chajja , trap door,railing, balcony hand railing, hoisting hooks,smoke vents etc. using angles, channels, tees, flats, bars ,chequered plates, tubular sections etc. of required sizes including supplying, cutting, fabricating, welding, erecting, making holes/chases wherever required and fixing /embedding in position in concrete/brick work/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 primer etc. complete as per specifications, drawings and as directed by the Engineer in charge.

Supplying and fixing in position GI pipe ladder for PH shafts and at terrace for overhead water tank, using 'B' class (medium duty)GI pipes of following dia. for verticals and steps at 300 / 450 mm. long, placed @ 300 mm. centre to centre for steps, welded properly to the verticals, providing necessary bracings, hold fasts etc. at all levels and anchoring the ladder with necessary brackets fixed in cement concrete 1:2:4, finishing including painting all exposed surfaces with two coats of approved anticorrosive bitumastic paint etc. complete as per specifications, drawings and as directed by the Engineer in charge. (and) Providing 300mm high G.I Pipe hand railing at top of RCC staircase pardi, consisting of 42mm dia N.B medium quality G.I Pipe top runner welded to 32mm dia N.B medium grade G.I pipe verticals ( with additional 100 mm for embedding in concrete) at 600 mm centre to centre or at suitable distance as shown in drawing at one end and other ends embedded in the RCC pardi with suitable hold fasts and concrete/ mortar, including painting with two coats of synthetic enamel paint of approved make and colour over a coat of approved primer after applying 'etch' primer etc. complete all as per drawing and as directed by the Engineer in Charge. (and) Providing and fixing 40mm dia and 'B' class (medium quality) GI pipe 42mm dia for sleeves and spouts etc at 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/ cleaning etc. complete as per specifications, drawings & as directed by the Engineer-in-charge.

Providing & fixing stainless steel pipe hand rail at main staircase & lobby, balcony, other stainless steel works such as spool pieces, pipe sleeves, grab bars at all floors & levels conforming to 304grade of steel, of schedule 10-S, having 1m height approximately, as per pattern & design in drawing including necessary S.S bend, tees, welding / nut-bolt necessary anchoring polishing and fixing in concrete/brick wall with S.S lugs, making pockets, concreting, making good the surfacesetc. as per specifications drawings and as directed by Engineer in Charge.

Supplying & fixing in position at all floors and locations approved colour anodised (25 micron thick), aluminium section for structural glazing etc. of appr- oved manufactures with extruded sections of Jindal or Hindalco of design as as shown in the drawing, section should be cut to required size and then colour anodised the facade be fixed to the structure through powder coated M S brackets and anchor fasteners (M/s Hilti only) , the mullions are to be connected to bracket by stainless steel 304 grade nut bolts, sufficient provision be made to allow free movements of components due to temperature, deflection of R.C.C. structure etc. without inducing stresses in a structure, including necessary scaffolding etc. complete all as per specifications, drawing and as directed by the Engineer in Charge.

Providing and fixing 8mm thick, reflective toughned Glass in approved colour of M/s Glaverbel, Belgium or equivalent, silicon sealant structural grade and weathering grade shall be DOW Corning USA or G.E silicon - USA or WACKER Germany of Silicon bite size as per design including providing and fixing both side adhessive tape NORTON make or TROCILLEN and also using backer foam of TROCILLEN as per drawing complete as per specification and standard sound practices using all necessary materials and as directed by Engineer-in-charge. Note:- The detailed design and shop drawing shall be as per BIS code for requied wind pressure IS 875 Part III, and shall consider for thermal movements, air inflation, water penetration, seismic movement and structural movement complete as per specification. Approval of the department for the complete design and shop drawing shall be obtained before commencement of work.

Providing and Fixing in position Suspended false ceiling system using 600mm x 600mm x 12mm thick Calcium Silicate Ceiling tiles (AEROLITE fine fissured tile model - ceiling systems ) Tiles having 15mm densified edges and 100% humidity resistance, incombustible as per BS476 part IV with thermal conductivity of 0.043 w/m KC and approvred surface design and edge profile (TEGULAR/SPINTONE) placed in a suspended grid of size of 600mm x 600mm made of hot-dipped G.I steel sections having an exposed surface capping of pre-finished baked polyester painted coil wherein the main tee of size 24mm x 38mm x 0.33mm shall be suspended at 1200mm centres along the length of ceiling with 4mm diameter G.I wire with necessary level adjusters and cross tees of size necessary level adjusters and cross tees of size to slots between the main tees at 600mm centres and thereafter in direction vertical to the longer tees, cross tees of size 24 x 28 x 0.33mm x 600mm shall be inserted to form a grid size of 600 x 600 mm resting on the perifery walls on wall angles of size 20mm x 20mm x 3000 mm x 0.40 mm thickness. Openings for light fixtures, diffusers, trap doors etc is to be made as per layout drawings. The work shall be carried out as per directions of Engineer-in-charge. The main tees are to be suspended from the ceiling/ soffit with the help of metal dash fastners of 6mmx50mm, soffit cleats of 25mmx35x1.60mm and 4mm dia G.I wire with galvanised spring steel levelling clips. the entire grid system shall be designed to bear a distributed load of minimum 15 kg/Sq.m (Only calcium silicate false ceiling area will be measured for the purpose of payment)

Supplying, stacking, spreading and laying hard trap graded stone metal of size range 63 mm to 45 mm size of approved quality in transformer area including preparing the base, consolidation, spreading the metal in layer, levelling manually all as per specification, drawing and as directed by Engineer-in-charge. The measurement shall be actual stone laid without deduction of any void.

Providing & laying NP 2 class RC hume pipe of 300 mm dia including making holes in masonry/ concrete work wherever required, making good the holes after laying the hume pipe with collar joints using stiff mixture of cement mortar (1:2) and sealing open ends with wooden bush etc. all complete as per specifications & as directed by the Engineer-in-charge. (Earthwork, road work and PCC for embedment shall be paid under relevant items)

Supplying and fixing GI Chain link fencing of required height with 50mm diamond mesh of approved quality and make with 4mm galvanized iron wires conforming to IS 2721 including unrolling, straightening, stretching, fixing tight to structural steel posts/MS flats and struts erected in position by means of 6mm dia approved quality galvanized iron machine straightened rods at top and bottom horizontally throughout fence and vertically at every angle post, fixed with approved quality galvanized iron U hooks, bolts, nuts and washers etc., complete as directed

Providing and fixing in position at all floors and levels, precast form finished RCC jalli of 75mm thickness of approved design and pattern with necessary steel reinforcement in suitable panels with necessary grooves in plaster generally as per drawing, in cement concrete of mix M20 using graded stone aggregate of 12mm, maximum size including machine mixing, form work, conveying, casting the jali, finishing, curing in tanks, transporting the jali, fixing the same in position in cement mortar 1:3 to the pattern as shown in the drawing scaffolding,curing etc., complete all as per drawings, specifications and as directed by the Engineer in charge. Note : Reinforcement for RCC Jalli shall be measured and paid under relevant item.

Providing and fixing multi-wall polycarbonate sheet of 10mm thick of lexan make or its approved equivalent conforming to IS: 14443 having minimum 50micron UV Protection Coating at all elevation of approved colour and pattern, connecting sheets and fixing sheets to MS frame work with necessary accessories like aluminium profile beading at bottom and top of not less than 50mm wide, EPDM beading, self tapping metal screws not more than 300mm C/C, necessary bolts and nuts as per manufacturer's specifications in line, level including cutting to required size, supplying of all materials, filling the gaps / joints with GE siliconates, capping bottom edges/ exposed edges with aluminium beading, scaffolding wherever and whenever necessary etc., complete as specified and directed.

Total of PART I - L : MISCELLANEOUS WORKS

Description of Work / Item(s)

Amount

PART - II :- INTERNAL PUBLIC HEALTH ENGINEERING WORKS

Sub-structure

Super-structure (Structural)

Form work

Description of Work / Item(s)

Amount

Part II-A : Sanitarywares & C.P Appurtenances.

Providing and fixing in position following Vitreous China Wall Hung type Wash down pattern water Closet consisting following items 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 having water seal not less than 50 mm, with / without vent and with necessary S.S Anchor supports all complete. ii) Providing thermosetting or thermoplastic Seat & cover for W.C conforming to IS 2548 & fixing as per manufacturer's specification including the cost of corrosion resistant hinges, bolts, nuts, non ferrous or S.S washer etc. all complete. iii) Fixing the Water closet in position, jointing the trap and uPVC pipe using W.C connector (Supreme make) with epoxy grout / Rubber Ring joint as per manufacturer's requirement. NOTE: Supplying, jointing & fixing of W.C connector shall be paid under relevant item. iv) 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. v) Testing the system to the full satisfaction of the E.I.C.

Vitreous China European Water Closet with P trap of Hindware' make Cat.No.20069 Lara model or equivalent with soft close seat cover "slow falling"

Providing & fixing in position first quality vitreous China Indian water closet consisting following items of work:- i) Supplying Vitreous china Indian water closet ( Box rim pattern ) of following type conforming to IS 2556 ( part-II ) with integral foot rest, W.C Connector and PVC "P" or "S" trap having water seal not less than 50 mm with / without vent as per requirement. ii) Fixing the Water closet in position, jointing the trap, water closet and PVC pipe using straight/ bend/ reducer type W.C connector with Rubber Ring joint or as per manufacturer's requirement including the cost of connector and jointing materials all complete. iii) Cutting hole, making groove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, 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 Colour squatting pan (Orissa pan) Water Closet of 580 mm x 440 mm size HINDWARE Brand as per Orissa Pan (Eco) Model ' Cat. No. 20042 (or) CERA Brand Snow white colour Orissa Pan as per ' Cat. No. 2071 (BR) with PVC trap (with / without vent ) & WC connector .

Providing & fixing vitreous China Hand Wash basin of Star White colour of Hindware Make Cat. No. 10096 or Cat. No. 11038 Studio model with pedestal or equivalent model consisting of following item of work i) Providing vitreous china wash basin conforming to IS 2556 ( part - IV ) and placing the wash basin in position as shown in the drawing or as directed. ii) Providing a pair of either cast iron built - in cantilever type brackets weighing not less than 1.5 kg / each to be embedded in grade M 15 cement concrete block of size 100 X 75 X 150 mm or cast iron wall fixing cantilever type brackets weighing not less than 1kg / each with screw holes to be fixed to wall using screws, rawl plugs etc. to support the Wash basin, conforming to IS 775 for Wall hung basin.( For wall hung wash iii) Cutting holes or chases in wall & reinstating to its original condition, painting all metallic parts with two coats of approved flat oil paint over a coat of primer, finishing the gap with white / matching cement etc.all as per specification and as directed for wall hung basin.. iv) Installation and testing the entire assembly to the full satisfaction of Engineer- in- charge.

Providing and fixing Vitreous urinal of Starwhite (Standered) color of Hindware Make Cat. No. 60010 Dyna model/approved make consisting following items of work: i) Providing urinal of approved make, and placing /fixing it in position as shown in the drawing or as per manufactures specification or as directed including providing M.S brackets, screws etc., finishing the joints with white/matching colour cement all complete ii) Cutting hole, making grove or chases in the wall, 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 colour cement etc. all complete as directed by Engineer-in Charge. iii) Testing the system to the full satisfaction of the Engineer in Charge

Supplying 18 mm thick of approved colour, both side polished, rounded corner, edges moulded, Granite Partition plate of 750 x 575 mm size & shape, fixing the partition in position, embedding 75 mm deep into the wall with araldite & PCC of grade M15, including cutting chasing of size 75 mm X 100 mm in the wall, finishing the joints with white cement etc. all complete and as directed by Engineering in Charge

Providing Flushing arrangement with concealed flush valve of Jaquar Pressmatic' make Cat No.PRS-073. to Urinal consisting following items of work:- i) Providing and fixing flush valve in position as per the manufacturer's recommendation, making inlet connections all complete. ii) Providing & laying 20 mm dia.CPVC / 15 mm n.b GI class 'C' Flush Pipe from Flush Valve to Urinal, concealed in the wall as directed making connection with Urinal and flush valve including the cost of fittings, fixtures, jointing materials etc. all complete. iii) Cutting hole, making chases in the wall, floors, slabs etc. and reinstating the surface to the original condition, painting all metallic parts with two coats of flat oil paint of approved make and shade over a coat of primer, finishing the gaps with white/ matching cement etc. all complete.

Providing Flushing arrangement to Water Closet etc., including providing and fixing manually operated PVC low level Hindware Sleek standard Dual flush cistern consisting following items of work:- i)Providing 10/8/6 ltrs. capacity white colour, SLEEK model PVC low level flushing cistern with all inside syphonic fittings, duly assembled conforming to IS 7231 of approved make with handle, fixing the cistern in position using CP brass screws, rawl plugs, brackets etc.as per the manufacturer's recommendation, making inlet and outlet connections all complete. ii) Providing 32 mm dia.PVC flush pipe upto 1200mm long for low level flush tank for IWC, fixing on the wall using PVC clamps and or concealing in the wall as directed, making connection with W.C pan and flush tank including the cost of PVC fittings, fixtures and jointing materials etc. all complete. iii) Cutting hole, making chases in the wall, floors,slabs etc. and reinstating the surface to the original condition, painting all metallic parts with two coats of flat oil paint of approved make and shade over a coat of primer, finishing the gaps with white/matching cement etc. all complete. iv) Testing the entire system to the full satisfaction of the Engineer in Charge.

Providing braided hose with nuts, nipples etc. for Water Inlet connection of following make for wash basin with CP brass check nuts 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 Jaguar Cat. No. ALD - 805B

Providing and fixing in position 'Matric Set' in Paraplegic ( handicapped ) Toilets consisting following items of work of M/s Hindware make:- i) Providing and fixing Vitreous China pedestal type wash down pattern Water Closet (Matrix EWC ) conforming to IS 2556 (part II) as per Hindware cat. No. 20049 with integral "P" trap outlet having water seal not less than 50 mm with vent and necessary supports, seat cover with complete Fittings all complete. ii) Providing and fixing Matrix Wash Basin 460x360 mm size of Hindware cat. No. 10060, M.S / C.I brackets etc. and placing / fixing in position as shown in the drawing or as per manufactures specification or as directed including finishing the joints with white / matching colour cement and fixing / jointing materials all complete. iii) Providing and fixing 'Abigail' Cistern of Hindwarwe cat.No. 21030 and fixing in position over a pair of M.S brackets as per manufacturer's specification including the cost of brackets, fixing / jointing materials etc. all complete. iv) Providing and fixing one No. Hinged rail of 76 cm long & four Nos. Grab Rail, each 60 cm long of Hindqware make, fixing the rails in position at correct level & locations as per drawing / manufacturer's recomandations. v) 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 colour cement etc. all complete. vi) Testing the system for leakproof joints & smooth functioning including recifying the defects, if any. NOTE: The scope of above item does not cover providing & fixing Faucets, Bottle Trap, waste coupling & Inlet connections which shall be paid under relevant item.

Providing and fixing approved quality 6 mm thick plate glass mirror of various sizes with 6 mm thick marine ply back including painting the ply wood with two coats of synthetic enamel paint over coat of primer and teak wood moulded frame work of size of 40mm x 20mm alround , polishing the frame with 3 coat of french polish after preparation and making the surface very smooth and final mealamine spray finish, including providing & fixing rawal plug in wall / RCC, drilling screw holes, wooden packing if necessary etc., complete all as ditected by EIC

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 the Engineer-in-charge.

Stainless steel Sink 'Nirali- Grace Plain' Big without Drain board and with 'Satin' finish of overall size 535 x 460 mm ( Bowl size 470x395x215 mm )

Stainless steel Sink' Nirali -' Elegance' - LARGE with Drain board and with 'Anti-scratch surface' of overall size 1145x510 mm ( Bowl size 560 x 410 x 200 mm )

Providing & fixing in position following type CP fittings/ Fixtures/Faucets of 15 mm nominal dia. with ISI mark/ approved make including providing & fixing specials, wall flanges and fixing to concealed / exposed pipe line with leak proof 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 of Jaguar cat. No. ORP 10037PM.

C.P brass 2 Way Bib Cock with wall flange of Jaguar Cat.No. ORP 10041PM.

C.P brass Angular Stop Cock with wall flange of Jaguar Cat. No. ORP 10053PM.

C.P brass single lever basin mixer of 'Jaquar' cat. No. ORP 10011BPM.

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

Sink Cock with Extended Swinging Spout (Wall Mounted Model) with Wall Flange Jaguar cat. FLR-5347ND

Stainless steel dome shaped heavy quality waste 'coupling of 32 mm size, full threaded, for Urinal.

CP brass waste coupling 32 mm size with 80 mm height as per Jaquar cat. No. ALD-705/709 for wash basin

CP Bottle trap ( with internal partition) 32 mm size 250 mm & 190 mm long wall connection pipes & wall flange for wash basins of Jaquar Cat. No. ALD - 769L 250x190.

C.P brass Bottle Trap, 30 mm dia. with wall flange of Jaquar cat. No.ALD 769 for Kitchen Sink.

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-in-C.

Stainless steel Toilet Paper Roll Holder, recessed type with flap of Jaguar Cat. No.AHS - 1553

Stainless steel Soap dish, recessed type of Jaquar Cat. No. AHS -1531.

Stainless steel Towel Rail/Grab bar of Jaquar Cat. No. AHS-1507.

CP brass double Coat Hook of Jaguar Cat. No. AKP-35761P.

Liquid soap dispenser Jaquar CAN 1135N

Glass shelf 600 mm long as per Jaquar cat. No: ACN-1171N

Total of Part - IIA

Part-II- B : Internal Water Supply System

Supplying & fixing on Exposed surfaces the following sizes uv-stabilized Chlorinated Poly Vinyl Chloride ( CPVC ) pipes & Fittings or ASTM pipes & fittings of specified class having thermal stability for both hot & cold water supply consisting following items of work:- i) Supplying CPVC pipes and CPVC plain / brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply conforming to IS 15778 or ASTM pipes & fittings with ISI mark / equivalent approvals as per relevant standards. ii) 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. iii) Jointing the pipes and Specials using Solvent cement conforming to IS 15225 & Teflon tape ( For threaded joints) of approved makes including cutting the pipe to required size, preperation of surfaces, necessary tools etc. all complete. 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 as per manufacturers cataglouge for leak proof joint or as per relavant code

Pipes and Fittings SDR-11 as per IS 15778

15 mm n.size

20 mm n.size

25 mm n.size

32 mm n.size

40 mm n.size

50 mm n.size

cPVC pipe as per ASTM F 441, Sch. 80 (IPS Series) 21/2" size (65.00 mm nb) NOTE:- 1) The rate shall also include for uPVC pipe & specials required for making connections with the existing GI / PP-R/cPVC pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings Only. 3) All consealed cPVC pipes provided for PH work will be measured under this item (Except flush pipes for Urinals & WC)

Supplying, fixing & concealing on wall / beams / colums etc. 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 CPVC plain / brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply conforming to IS 15778 with ISI mark or equivalent of approved make as per relevant standards. ii) Laying and concealing the pipe and specials for water supply by cutting / making 75 mm X 75 mm grove on the wall, fixing the pipe using metal straps wherever required and filling the grove with cement mortar mixed with water proofing compound, after laying and testing the pipe line including making leak proof joints using cement solvent / Teflon tape ( For threaded fittings) of approved make, cutting the pipe to required length, preperation 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. iv) Testing the pipe line to a hydraulic pressure as per manufacturers cataglouge for leak proof joint or as per relavant code

Pipes and Fittings SDR-11 as per IS 15778

15 mm n.size

20 mm n.size

25 mm n.size

32 mm n.size

40 mm n.size

50 mm size NOTE:- 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI / PP-R/PVC/cPVC pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings Only. 3) All concealed cPVC pipes provided for PH work shall be measured under this item (Except flush pipes for Urinals& WC) 4) The scope of work does not cover the Geyser (inlet & outlet) connections.

Providing and Fixing Ball valve as per relevant IS of approved make suitable for pipe pressure class, with body of bronze and ball & stem of stainless steel of approved make with fittings and materials for connectivity and labour making water proof joints, including cost of jointing material and cPVC specials if required and testing the joints etc. complete all as per directions of EIC.

50 mm Note : 1) All ball valves provided for PH work shall be measured under this item 2) Solar hot water supply and valve control system not considered in the above quantity.

Providing high pressure "HP" following size Float Valve assembly (horizontal plunger type ) conforming to IS 1703 with brass or gun metal piston, back nut and PVC float conforming to IS 9762, fixing to inlet pipe of water tank and making water proof joints including the cost of jointing materials and cPVC Specials, if required, testing the joints as per I.S. recommendations all complete as per specification and as directed.

32 mm dia

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 cPVC specials, if required for fixing the coupling, jointing materials such as teflon tape etc. complete as specified & directed for overflow / vent pipe of water tank.

65 mm dia.

50 mm dia

32 mm dia

25 mm dia.

Providing and fixing in position Heavy pattern screw down gun metal copper alloy Gate VALVES of H.B/ZOLOTO make confirming to IS:778 with hand wheels at top including testing for 10 Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc., as per specification.

Providing & fixing and Jointing to pipe work of following dia. Cast Iron / Spheroidal Graphite (SG) Iron D/F PN 1.0 class Sluice valve/gate valve of approved Make with IS mark & as per IS 14846 : 2000 (including all hardware and packing) water works quality, having non-rising spindle with hand wheel, spindle of stainless steel as per requirement, testing the joints and valves to a hydraulic pressure as mentioned all as per the specification and as directed, Including fixing of structural steel if required.

50 mm for 60.32 NB cPVC, ASTM Pipe ( Sch.40).

65 mm for 73.02 NB cPVC, ASTM Pipe ( Sch.40).

Providing, instaling, fixing, connecting, testing 74 micron Super Flow - Screen filter, of M/s. Jain Irrigation Systems Ltd., of following Model Nos, fitted with pressure gauge, water drain and emptying plug etc all as per specifications, drawings and as directed by EIC. Note: 1. Threaded fittings of CPVC shall be of Brass Threaded only. 2. All Super Flow Plus filter provided for PH work will be measured under this item

For 32 mm dia cPVC pipe DJPSF12, Max. working pressure = 10 kg/cm², Flow rate = 12 m³/hr, Inlet/Outlet Connection = 32 mm

For 50 mm dia cPVC pipe DJPSF12, Max. working pressure = 10 kg/cm², Flow rate = 25 m³/hr, Inlet/Outlet Connection = 50 mm

Supplying, fabricating and fixing in position structural steel of angle, joists, channel, I Beam, plain / chequered plates for monorail / MS gates / supports of required size including cutting, fabricating, welding, erecting in position including supplying & fixing embedded parts for fixing monorail / supports in concrete, including painting with two coats of approved synthetic enamel paint over a coat of zinc cromate red oxide primer all complete all as per specification and as directed by the Engineer in Charge

Using angle, sloted angles, Joists/ 'I' beam, Channel Extruded Hollow sections such as SHS, RHS etc.

Supplying & fixing following Stainless Steel (grade 304L) spool pieces of 20mm to 300mm diameter having flange on one / both sides (Table E) with flange hole, 450 mm or standard available length, providing 3D x 3D and 4 mm thick stainless steel puddle plate (minimum 150mm x 150mm) welded to it where D is the outer diameter of pipe including cutting the plate to required shape and fixing in the reinforcement at the center of RCC wall / slab including cutting the form work provided for concrete at required level, height etc. Complete all as E.I.C. per specifications and as directed by

Construction of brick masonry valve chambers of following dimensions for depth as mentioned below comprising of 230 mm thick brick masonry in 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 cement mortar 1:3, 20 mm thick both on internal and external surfaces, internal surfaces finished smooth with a floating coat of neat cement, Fixing (FRP/GRP) Frame and cover all as per specifications and directions of the E.I.C. all complete. NOTE: Frame and Cover shall be paid under relevant item

Chamber measuring 0.45 mtr. X 0.45 mtr. for an initial depth of 600 mm (Clear internal dimension

Providing GRP/FRP composite Mosquito proof hinged cover of 530mm dia with frame (Having loading capacity not less than 500 Kg) of 'EVERLAST' having suitable locking arrangement for Manhole opening of water tank, fixing the cover by providing corrosion resistant studs, nuts, built-in hold fasts etc. by chasing or cutting holes and grouting with cement mortar 1:1 by adding approved water proofing compound @ 2% by weight of cement, all complete as per specification and as directed by EIC.

Providing, hoisting and installing at required elevation Rotational moulded polyethylene cylindrical vertical storage tanks with BIS mark confirming to IS 12701-1996 of Sintex make (with BIS mark) and of below said capacity with suitable municipal approved cover at top with proper locking arrangement including the cost of hoisting the tank carefully to the required elevation without causing any damage, labour charges for making required number of holes for inlet, required number of outlets to each tank, required number of vent pipe outlets to each tank and overflow outlets in the Sintex tank with out causing any damage to Sintex tank , including cost of providing all required CPVC/GI/ UPVC/PPR specials, fixtures, fittings, tank connectors, adopters, union etc., providing and fixing required numbers of flexible PVC pipe/ polymer reinforced thermoplastic hoses suitable for Suction/ delivery lines of agricultural pumps confirming to IS 15265 : 2003 of Kissan Brand Heavy Grade suction/delivery hose to inlets & outlets having dia suitable for connecting to 50 mm nominal size CPVC/ 50 mm n.b GI water supply line, having length (flexible pipe) of up to 0.7 Metre/ required shorter length in respect of each inlet & outlet connection of tank including the cost of providing appropriate S.S clamps, CPVC/ GI/ UPVC/ PPR required adopters/ fittings/ fixtures/ specials for connecting flexible hose with G.I/ CPVC/PPR pipes, including providing CPVC/ GI/ UPVC/ PPR union on both sides of flexible pipe for easy installation and for easy removal for maintenance without causing any damage to Sintex tank.,ensuring all joints are completely leak proof ,providing full support to the base of flexible pipe/hose with appropriate arrangement to support the entire length & base of flexible pipe to avoid any sagging of flexible pipe and to avoid any damage to Sintex tank due to sagging of flexible pipe (The work of providing appropriate supporting arrangement for the entire length/ base of flexible pipe will be measured paid under the relevant other item of contract), including cost of providing required number of CPVC tank connector for overflow pipe & vent pipe suitable for connecting with 50 mm nominal size CPVC pipe etc complete all as directed by the Engineer in charge. (The CPVC/ GI pipes along with specials, fittings and fixtures provided will be measured in length (along the centre line of pipe line) under the scope of other relevent items. However this item includes the cost of providing flexible pipes and the additional cost if any involved in providing specials, fixures and fittings in respect of whole of this item)

Providing 1000 litres capacity CCWS 100.01 model water tank

Making flanged joints for GI/ PPR/ PVC/ UPVC/ CPVC / HDPE pipes and specials including providing following dia. GI/ PPR/ PVC/ UPVC/ CPVC/ HDPE heavy quality flanges with holes drilled to IS standard, making flanged joints including all jointing malerial like appropriate collar / neck piece, SBR Gasket, M.S. bolts & nuts of suitable size etc complele, including testing joints hydraulically to a pressure & duration as specified alongwith the pipeline and rectification of leaky joints if any, and making connection with existing /new pipeline work, all as per specifications and as directed by the Engineer-In-Charge.

40 mm dia and above upto 110mm dia

with providing Double new flange of DI/GI/MS 40 mm dia and above upto 110mm dia

only jointing (without providing flange ) 40 mm dia and above upto 110mm dia Note: All Flange joints for PH workes will be paid under this item

TOTAL OF PART- IIB

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, antisyphonege, HVAC waste pipe and rain water pipe lines consisting following items of work:- i) Providing and fixing uPVC UV-Stabilised Soil / waste pipe as per IS:13592 and IS:14735 Grade-B laid in floor & on Exposed faces of wall of Supreme make ii) Fixing the pipeline vertically by Metal clamps with rubber seal of 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 / waste water pipe line with inspection chamber or Manhole, including the cost of cement mortar, cement concrete, water proofing 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 consealed 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 & double Y, vent cowl, gaskets, offsets, Tank / WC connectors etc.

For Soil & waste and Vent pipe lines

50 mm dia.

75 mm dia.

110 mm dia.

160 mm dia.

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 SUPREME' make with ISI mark / equivalent approvals as per relevant standards. ii) Laying and concealing the pipe and specials for waste water by cutting / making 75 mm X 75 mm grove on the wall, fixing the pipe using metal straps wherever required and filling the grove with cement mortar mixed with water proofing compound, after laying and testing the pipe line including making leak proof joints using cement solvent / Teflon tape ( For threaded fittings) of approved make, cutting the pipe to required length, preperation 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. (10kg Pressure)

32 mm dia.

40 mm dia.

50 mm dia.

75 mm dia.

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 recommandation, 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 inletes with plugs if required etc. all complete as per specification and as directed by EIC.

Multifloor trap of 110 x 75 x 50 size of Supreme make Cat No. NSPHMTS04L / NSPHMT005L and pc top tile & flush strainer, mat finish of Supreme make Cat No. NSPHTT201L/NSPHTT200L.

Plain floor trap

Providing uPVC cleanouts of following sizes and fixing along the uPVC Waste / soil pipe lines laid below the floor for inspection / choke removal including the cost of jointing materials. NOTE: uPVC specials/fittings used for fixing the cleanous shall be paid under the relevant item )

"Providing HDPE sheet flashing fabricated by welding HDPE flexible sheet with 160 / 110 mm dia HDPE pipe about 400mm long for PVC rain water pipes, fixing with cement mortar 1:2 mixed with water proofing compound and forming the proper shape and grade and compound and forming the proper shape and grade and finishing with inlet mouth of rain water pipe, cutting RCC slab or wall if required, including the cost of bitumen, 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 watertite by synthatic glue as per manufacturers recomandation (Glue type as per manufacturers recomandation). Top potion 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 embaded using cement morter 1:2 as per required shape and form."

450 x 450 mm size HDPE sheet Flashing fabricated from 8mm HDPE sheet and PN 6 grade 160 mm dia HDPE pipe

Providing and fixing Stainless steel Dome mesh fabricated by welding from 2mm dia 304L grade stainless steel wire for PVC rain water pipes (sheet flashings), with 5mm x 10mm L base ring of 0.5mm thickness 304L grade Stainless steel. L ring to be embaded in waterproofing & dom to be placed on it,including the cost of fixing material etc. all complete as specified and as directed by the E.I.C.

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

Providing and fixing UPVC Reducer 160 x 110 of 6Kg Class (As per IS:4985) and Approved Make to facilitate conecting 160 mm HDPE sheet flashing to 110 mm SWR rain water downtake, as per drawing, specification and as directed by EIC

Providing uPVC Gully Trap of 150 X 100 mm size with 100 mm outlet with Grating of approved Make, placing at correct position, embedding in cement concrete 1:2:4, 100 mm thick alround complete.

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 square mouth uPVC gully trap of size 150 X 150 mm with 110 mm outlet of Approved Make embedding in position in cement concrete 1:2:4 inside the chamber. ii) 230 mm thick brick masonry in 1:4 cement mortar over 150 mm thick cement concrete 1:2:4. iii) 15 mm thick plaster in 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 precast EVERLAST Composite (FRP/GRP) Manhole covers & frame of size 300mm x 300mm as approved by E.I.C having point loading capacity not less than 0.3 tonne approved, including cost of necessary hardware and cement concrete / mortar for fixing the frame.

Construction of 300 X 300 mm size Gully Trap chamber including Providing & fixing Gully Trap with frame & cover all complete.

Providing & laying UPVC under ground drainage pipes & Fittings of Approved make for storm water drains & Sewer lines of following size conforming to IS:15328 to proper level & grade, jointing including prviding coupler with cement solvent / welded joints / as per manufacturer's requirement, encasing the pipe alround using cement concrete 1:3:6 complete all as per specifictions, drawing and as directed by the E.I.C. item includes Providing and fixing UPVC fittings such as Bendes, Tees & Y, Reducers, Blanking Plugs, Couplers, Adaptors etc For Sewer line and Storm water Drains

110 mm DN (SN 8kN/m²-SDR34)

160 mm DN (SN 8kN/m²-SDR34)

NOTE FOR INSPECTION CHAMBER & MANHOLE i) Depth of Manhole / chamber shall be the vertical distance from the top of the frame & cover of manhole / chamber to the outgoing invert of the main drain channel. ii) The internal diameter of sizes mentioned in the item shall be measured from finished plastered surfaces. iii) 1:2:3 grade concrete for fixing frame & cover ( ie., for capping & bed block or bearing course ) and CM 1:2 for plastering & fixing shall be paid separately in relevant item. iv) Slope of 1:6 for benching shall be started from channel of depth equal of the outgoing sewer diameter. v) The slope of conical wall of manhole and longitudinal walls of rectangular Inspection Chamber starts from the vertical height of 200mm from top of frame and cover. vi) While making payment for extra over initial depth, the thickness of RCC frame & cover and the thickness of cement concrete bed block (bearing course) shall not be deducted from the depth of manhole or chamber.

"Constructing brick masonry Inspection chambers of internal sizes 900 X 600mm at bottom and 900 X 450mm at top for an initial depth of 600mm consisting following items of work. 230 mm thick brick masonry in cement mortar 1:2 over 150 mm thick bed in cement concrete of grade 1:2:4 with 150 mm offset alround, tapering the longitudinal walls to a height of 450 mm from top of chamber cover to obtain an internal dimension of 900 X 450mm ii) 20 mm thick plaster in cement mortar 1:1 mixed with water proofing compound @ 2% by weight of cement on internal and external surfaces, internal surfaces and top finished with a floating coat of neat iii) Making benching and haunching in cement concreteof grade 1:2:4 and finishing with floating coat of neat cement. iv) Fixing frame and cover at top using cement concrete of grade 1:2:4 (for bed block / bearing course and capping) and cast iron steps / foot rests, all as per specification and as directed by E-in-C." v) Making ramp, connecting incoming & outgoing sewers & U-channel (Upto initial depth of 600 mm between the inverts of incoming & outgoing sewers) of height and width not less than the branch pipe dia. in CC 1:2:4, plastering 20 mm thick in CM 1:3, finished smooth with a floating coat of neat cement all complete. NOTE:- Providing & fixing foot-rests / steps and CI / RCC / Composite frame & cover, CC of grade 1:2:4, plastering in C.M 1:2 on exposed surfaces of bed block & capping,making smooth cement finish etc. will be paid under relevant item.

Inspection chamber of internal sizes 900 mm X 600 mm at bottom and 900 mm X 450 mm at top for an initial depth of 600mm.

Extra over above item for depth beyond 600 mm initial depth & upto a depth of 1800 mm. all as per specification and as directed.

Construction of circular manhole of 1200 mm internal diameter at bottom and 530 / 560 / 600 mm at top for 1.5m initial depth & brick masonry in 1:2 cement mortar, 230 mm thick wall for 1400 mm measured from top of frame & cover of manhole in conical shape and remaining height constructed 345 mm thick in cylindrical shape over a 300 mm thick cement concrete bed of grade 1:2:3 with 300 mm offset from outer finished wall surface of the manhole also for benching and fixing frame & cover at top of brick masonry i.e. below and around frame and cover for bed block (bearing course) and capping including providing and fixing frame & cover, CI steps, 20mm thick plaster in 1:1 cement mortar mixed with water proofing compound @2% by weight of cement or as per manufacturer's recommendation on internal and external surfaces, internal surfaces and channel finished smooth with floating coat of neat cement and external surfaces finished rough with wooden float including making ramp, connecting incoming & outgoing sewers & U-channel (Upto initial depth of 600 mm between the inverts of incoming & outgoing sewers) of height and width not less than branch pipe dia. in CC 1:2:4, plastering 20 mm thick in CM 1:3, finished smooth with a floating coat of neat cement all complete. NOTE:- Providing & fixing foot-rests / steps and CI / RCC / Composite frame & cover, CC of grade 1:2:4, plastering in C.M 1:2 on exposed surfaces of bed block & capping, making smooth cement finish etc. will be paid under relevant item.

Top internal dia 530 / 560 mm to suit MD, HD & EHD cover

Extra over above Item for additional depth of Chamber upto 3.0 m.

Making drop connection where difference in inverts of incoming & outgoing sewers exceeds 600 mm including providing and laying following dia. uPVC pipe conforming to IS:15328 & specials, providing and fixing bends, tees, crosses, plugs, caps etc., jointing the pipes/fittings using sealant of approved manufacturer, encasing the pipes with CC 1:3:6 such that shape of the cross section through encased pipe shall be square and sides equal to outer diameter of pipe plus 300mm, including form work, curing etc., all as shown in the drawing, as mentioned in the specifications and as directed by EIC. NOTE:- 1) The depth of drop connection shall be measured vertically from the inverts of the incoming & out going sewers. sewers. 2) CC and form work for encasing will be measured and paid under relevant item. 3) Cement concrete, plastering etc. for making connection upto initial depth shall be paid under relevant item.

160 mm DN (SN 8kN/m²-SDR34)

Providing & fixing precast EVERLAST Composite Covers / Gratings approved by Competent authority / E.I.C, tested as per IS:1726 including the cost of necessary hardware, 1:2:4 grade concrete for fixing frame, bed block (bearing course) and capping including necessary form work and CM 1:2 mortar for fixing the frame & for plastering exposed surfaces of concrete bed block (bearing course) and capping finished smooth with floating coat of neat cement etc., complete as per specifications, drawings and as directed by the E.I.C. NOTE: Shade and Colour and design pattern to be get approved from Engineer-in-Charge.

Rectangular Heavy duty (Grade HD - 20 designation as per IS:1726) frame and cover size 910 x 450mm

Circular Heavy duty (Grade HD-20 Designation as per IS:1726) frame and cover clear internal dia. 530mm

Square Heavy duty (Grade HD - 20 designation as per IS:1726) frame and cover suitable for 450 x 450mm (Clear) valve chambers.

Cement concrete of specified grades at all locations & depths for the following works using graded stone aggregate of 20mm. maximum size including necessary form work, machine mixing, transporting, placing in position consolidation, finishing, curing etc. complete as per specifications, drawings & as directed by the EIC.

PCC 1:3:6 in bed concrete, pedestal, encasing etc.

PCC 1:2:4 in bed concrete, pedestal, encasing etc.

Providing copolymer polypropylene steel reinforced plastic Foot-rests / Steps of Patel brand or eq. as per ASTM D - 4101 specification and moulded a 12 mm dia. IS - 1786 grade Fe - 415 steel reinforcing bar and in U shape having dimensions 263 x 168 mm and fixing in concrete / wall as shown in the drawing and as directed all complete. Note: All Foot-rests provided for PH work will be measured under this item

TOTAL OF PART- IIC

Description of Work / Item(s)

Amount

PART III: FIRE FIGHTING WORKS

FIRE FIGHTING WORKS

Description of Work / Item(s)

Amount

PART III: FIRE FIGHTING WORKS

TERRACE PUMPS Supply, installation, testing & commissioning of Motor driven Centrifugal Horizontal Pump Set for fire fighting system of following capacity & head along with all accessories with CI casing, Stainless Steel shaft, standard fittings, bronze impeller, love joy coupling to the electrical driven TEFC, squirrel cage and Energy Efficient (IE2) induction motor suitably rated, with synchronous speed not exceeding 3000 rpm, Class-F insulation, IP-55, rated to operate at 415 v +/- 10%, 50 Hz +/- 3%, 3 phase AC supply, including supply of MS common base plate frame and installing pump set on it alongwith suitable cement concrete foundation (design and drawing to be provided by contractor and price shall be paid separately as per relevent SOQ item), foundation bolts, coupling guard, anti vibration pads and other accessories & connecting and jointing with suction & delivery piping with necessary reducers, enlargers, flanges etc, complete as per specifications, drawings and as instructed by Engineer-In-Charge. Providing weather proof hood fabricated from 5 mm. thick UV stabilised FRP above pump & motor to protect it from weather as instructed by Engineer-In-Charge.

i) 450 LPM at 40 m head NB: 1) The cost of all the items mentioned above are to be included under this item and no extra payment shall be made. 2) The sketch/ drg of weather proof cover is to be got approved by E-I-C before fabrication of the same.

G.I. PIPES Supplying and laying below the ground or floor and fixing on exposed surface etc, the following diameter galvanised iron pipe line of specified class for water supply consisting the following items of work. i) Supplying galvanised Iron threaded Heavy Class pipe conforming to IS 1239 (part-I) with galvanised mild steel or wrought steel fittings conforming to IS 1239 (part-II), laying pipes and specials below the ground or floor for water supply in proper level and gradient. ii) Making leak proof joints including cutting the pipe to required length, preparation of pipe surface etc. iii) Testing the pipe line at hydraulic pressure of 1.5 times of working pressure for leak proof joints. iv) providing and fixing Wrapping 4 mm thick PYPKOTE (corrosion protection tape) including supply and v) Above Ground of ‘C’ class G.I. Pipe conforming to IS: 1239, with one coat of red oxide primer and two coats of fire red for fire water pipe line alongwith necessary fittings and M.S. angle iron supports painted with black enamel paint, pipes to be duly tested to 1.5 times of working pressure , in an approved manner as per the given drawings, specifications or instruction of the Engineer in charge. Notes: 1) The piping installation has to be put to hydraulic test to1.5 times Working pressure before applying paint or pipe coating and wrapping etc. 2) The rate for the above item shall include for GI pipe line & specials for making connections with the new /existing GI/PVC/CI pipe line already laid. 3) Making threaded / flanged joints including providing flanges, nut bolts, gaskets shall be considered in the scope of the bidder. 4) All elbows shall be GI seamless, schedule-40. 5) The excavation / refilling of earth will be measured & paid seperately as per the relevent SOQ item. 6) The MS Support for Piping etc. will be measured & paid seperately as per the relevent SOQ item.

100 mm dia (Above Ground)

100 mm dia (Below Ground)

50 mm dia. (Above Ground)

50 mm dia. (Below Ground)

CI GATE VALVES Supply, installation, testing and commissioning of double flanged CI/Cast Steel Gate Valve of required sizes of ratings PN 1.6 with rising stem conforming to IS-14846 with all necessary fittings like flanges, neoprene gaskets, nut bolts, hardware, flange joint etc. as shown in the drawings and as per specifications and as instructed by Engineer-In-Charge.

100 mm dia.

GUN METAL GATE VALVE. Supply, installation, testing and commissioning of heavy pattern screw down Gun Metal Gate Valves of following sizes confirming to Class 2 of IS : 778 with hand wheels at top including testing for a pressure of 16 kg/sq.cm. for two hours, all as per specification, drawings and as instructed by Engineer-In-Charge

50 mm dia

NON RETURN VALVES Supply, installation, testing and commissioning of double flanged CI/ Cast Steel ball type non return valves of following sizes of ratings PN 1.6 inline with relevant IS with gun metal working parts & CI body and including all necessary fittings like flanges, neoprene gaskets, nuts bolts for fixing with pipe, hardware, joints etc. as per drawings, specifications and as instructed by Engineer-In-Charge.

100 mm dia.

HYDRANT LANDING VALVE

Supply, installation, testing & commissioning of single outlet SS hydrant landing valve conforming to IS 5290 having 80 mm diameter flanged inlet, 63 mm diameter instantaneous type female outlet, with SS hand wheel, SS blank cap & GI chain conforming to IS 901, twist release type plug including nuts, bolts, washers, gaskets with necessary fittings like Tees, elbows etc. including providing 80 mm diameter GI pipe heavy class conforming to IS 1239 of suitable length to extend the hydrant from downcomer making flanged/welded joints, testing the unit, painting the hydrant valve and the exposed portion of GI pipe with 2 coats of signal red paint of approved make over a coat of approved make of primer, all as per specification and as instructed by Engineer-In-Charge.

SIAMESE CONNECTIONS Providing & fixing C.I. Siamese Connection with SS-304 instantaneous male coupling with inbuilt NRV, blank cap, SS chain complete coupling mounted on 150 mm MS/GI pipe (4way) / 100 mm MS/GI pipe (2 way), with all fittings for fixing with pipe including blank cap and painting with 2 coats of signal red anti corrosive paint over 2 coats of red oxide primer etc. all complete and as directed by Engineer in charge.

2 Way Connecting Head with 2 nos. 63 mm dia. instantaneous male Coupling

HOSE REEL WITH DRUM

Providing & fixing rubber hose reel of 20 mm diameter x 37 m along with swinging drum along with high pressure braided rubber hose conforming to IS 884 including 8 mm diameter SS cut off nozzle on one end, wall mounting type, necessary brackets suitable for wall mounting, fixing on downcomer including connecting the other end to the downcomer by providing necessary connecting nipple/coupling, nuts, bolts etc. and providing & fixing 20 mm dia G.M. peet valve of approved make all complete including painting (the drum and brackets shall be painted with two coats of signal red enamel paint from outside and white enamel paint from inside) & as shown and as instructed by Engineer-In-Charge.

HOSE CABINET

Supply, installation & commissioning of 1.6 mm thick MS sheet metal hose cabinet of size 750x650x250 mm for accomodating 02 nos. of hose pipes (measured & paid seperately under relevent SOQ item) and SS-304 branch pipe with nozzle . The box shall have front glass door lock with angle iron frame. The hose pipe box shall be fixed with Hilti make Anchor Fastner on the wall or nut bolts (in case of stand in open space) as shown in the drawing and as directed by EIC. The MS box shall be painted with two coats of signal red enamel paint from outside and white enamel paint from inside. The scope also includes supplying of stainless steel branch pipe of 63 mm dia. fitted with detachable hexagonal nozzle of 19 mm dia. conforming to IS : 903 or universal pattern as per IS : 2871. The branch pipe with detachable nozzle shall be placed in the hose cabinet complete in all respect as instructed by Engineer-In-Charge.

HOSE PIPE

Supply and installation of Unlined Flax Canvas (hose pipe) for fire fighting conforming to RRL fire hose type A or Synthetic Fibre Woven-Jacket (SFWJ) Elastomeric fire pressure of 35.7 kg/sq.cm and complete as per the technical specifications and as instructed by Engineer-In-Charge. Each set shall comprise of 2 hose

PRESSURE GAUGES

Supply, installation testing and commisioning of pressure gauges of SS material with dial not less than150 mm dia of range (0 to 10 kg/sq.cm) and complete in all respects with shut off gauge, cocks , all fittings etc, duly calibrated before installation in MKS and FPS units and duly tested after installation as per drawing and as instructed by Engineer-In-Charge.

AIR RELEASE VALVES

Providing and fixing 20/25 mm dia. (PN - 1.6, Type-S1, Flanged, ISI marked) air release valve conforming to IS - 14845 : 2000 with Double Flange isolating valve (pressure rating PN 1.6) including making necessary flanged joints and providing all fitting materials nuts, bolts etc. and providing T on the pipeline for its installation at site all as per technical specification, drawings and as instructed by Engineer-In-Charge.

M.S. SUPPORTS/STRUCTURE

Supply, cutting, fabrication, welding, erecting & fixing in position of M.S. support/structure (angle, channel, beam, plate, chequered plate etc.) for steps and other purpose (not applicable for items for which supports are already included in the item) including painting with two coats of synthetic enamel paint of approved make & shade over a coat of approved steel primer all as instructed by Engineer-In-Charge. Material shall conform to IS-2062.

Ordinary soil

Soft Rock

Hard Rock

DISPOSING OF SURPLUS MATERIALS

PCC PEDESTALS

Providing PCC pedestals /thrust /anchor block of required sizes for underground pipes, fire hose box etc. and specials with cement concrete 1:2:4 at required intervals including form work, curing, finishing etc. complete in all respect as as per standard specifications and as instructed by Engineer-In-Charge.

FIRE EXTINGUISHERS

Proividing & fixing of Dry Chemical Powder (ABC) type fire extinguisher of 04 Kg capacity either portable or trolley mounted as per approved make fitted with pressure indicating gauge, internal tube, squeeze lever type valve fully charged with ABC powder (Mono Ammonium Phosphate) pressured by Nitrogen complete in all respects including wall suspension bracket and conforming to IS 15683-2006. The Fire extinguisher shall be supplied and placed without any damage, scratches and loss of accessories as per specifications and as instructed by Engineer-In-Charge.

Providing & fixing of, CO2 type fire extinguisher of 4.5 Kg capacity either portable or trolley mounted, highly effective against B & C class of fire, having ISI certification mark, having flat base including valve, discharge hose & complete in all respects including initial fill with CO2 gas conforming to IS 15683:2006, wall suspension bracket as required & as per instructions of Engineer In Charge. The Fire extinguisher shall be supplied and placed without any damage, scratches and loss of accessories as per specifications and as instructed by Engineer-In-Charge.

Foundation For Pump: Providing and laying Design-Mix Reinforced Cement Concrete foundation (design and drawing to be provided by contractor) for various pumps of M-20 by weight batching using graded stone aggregate of 20 mm maximum size including mechanical mixing and vibration, consolidation, finishing, curing etc. as specified and also including dewatering, if any, cost of form work, shuttering & steel reinforcement, including nozing all around by 50 x 50 x 5 mm angle, all complete as per specifications, drawings and as directd by EIC.

Orifice Plate

Providing and fixing stainless steel orifice plate of not less than 6 mm thick having suitable bore for reducing the pressure at the fire hydrant outlet as per fire brigade requirement and to restrict the operating pressure within 3.5 kg/sq.cm. at the fire hydrant outlet at every floor. The orifice plate shall be fixed in position & it shall be fitted between the flanges. The orifice plates shall have test certificate and calibrated to give the required pressure.

VALVE CHAMBERS

Construction of brick masonary valve chambers of following sizes comprising of 230 mm thick brick masonry in cement mortar 1:4 over a bed of 150 mm thick cement concrete of grade M-15 for foundation with 150 mm offset all round, including providing and fixing C.I. steps / foot rests / rungs each weighing not l;ess than 5 Kg. first step at 450 mm from top of cover, remaining @ 300 mm centre to centre staggered with 380 mm spacing, painting etc. racking out joints & plastering in 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 slab casted in M.S. angle box frame (Galvanised) of 25 mm x 25 mm x 4 mm size in three equal pieces with reinforcement weighing not less than 100 kg/cu.m, fabricated M.S. angle all around & M.S. galvanised flat stiffners including formwork as per drawing 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 asper specifications and directions of EIC including dewatering the pit, if required till completion of the work all complete. 1.0 m width x 1.0 m length x 1.2 m depth

Description of Work / Item(s)

Amount

PART IV: ELECTRICAL WORKS

DISTRIBUTION BOARDS

POINT WIRING AND SUBMAIN WIRING

EARTHING & LIGHTNING PROTECTION

TELEPHONE and Network SYSTEM

MISCELLENEOUS ITEMS

LIGHT, LUMINAIRES, CEILING FANS, ETC.

ELEVATORS

Description of Work / Item(s)

Amount

PART A: DISTRIBUTION BOARDS

DISTRIBUTION BOARDS Supply, installation, testing & commissioning of following readymade distribution boards, double door, IP 42 degree protection complete with necessary, MCBs, earth leakage circuit breaker (ELCB), MCCB, wireway box etc. & all as per drawings (G.A. & fabrication drawing to be got approved) and specifications relevant IS & instruction of Engineer-in-charge.

8 WayPPI (Seven segment)DB with following 1)63A, Four pole(FP), MCB 2) 63A, 30mA, DP RCCB -3 No. 2) 6A to 25A SP MCB – 24 nos. 3) 8 way brass neutral link -- 3 set 4) 8 way brass earth link -- 3 set Note: The circuit wiring in DB shall be as shown in drg.

8 way vertical model TPN MCCB DB :- 1) 125A TPN Microprocesor based MCCB with Earth Leakage Module(30mA to 3A) -1 No. Incomer 2) 25A SP MCB – 24 nos. 3) 8 way brass neutral link -- 2 set 4) 8 way brass earth link -- 2 set Note: The circuit wiring in DB shall be as shown in drg.

4 WayPPI (Seven segment)DB with following, 1) 63A Four pole(FP), 30mA RCBO -1 No. Incomer 2) 63A, 30mA, DP RCCB -3 No. 2) 6A to 25A SP MCB – 12 nos. 3) 8 way brass neutral link -- 3 set 4) 8 way brass earth link -- 3 set Note: The circuit wiring in DB shall be as shown in drg.

SPN MCB fabricated DB for housing following, 1) 16A Two pole(DP), 30mA RCBO -1 No. Incomer timer and 12A contactor 2) 6A to 25A SP MCB – 8 nos. 3) 8 way brass neutral link -- 2 set 4) 8 way brass earth link -- 2 set Note: The circuit wiring in DB shall be as shown in drg.

MCCB/ MCB enclosure: Supply, Installation, Testing & Commissioning of following MCCB/ MCB with suitable enclosure of 2 mm thick including minor civil works to fix on the wall etc complete and all ncessary

63A, 25 kA FP MCCB with 63A FP, 300mA ELCB

25A DP MCB with 25A, 30 mA ELCB for (lift car Lighting)

TOTAL

PART B: POINT WIRING AND SUBMAIN WIRING

Point wiring in PVC (HMS variety) conduits : Point wiring for following points with 1.1 KV grade FRLS PVC insulated multistranded copper conductor wire, HMS conduits of 25 to 40 mm dia PVC conduits, switches sockets, modular boxes, termination, cover plates etc as per specifications and drawings and as per instructions of E-I-C and as detailed below

Main DB / 63A point wiring 4 Nos 10 sq.mm & 2 no of 6 sq mm copper wire in 40 mm dia PVC conduit (HMS variety) with necessary pull out boxes, junction boxes etc including end temination at both the ends with additional loop wire of 0.5 m length at either ends.

Primary Switch Box/Out door lighting DB point 3 No. 2.5 sqmm wires(P, N & E) from DB to the Lighting switch board and to additional switches/sockets looping, if any in the same box in same circuit point.

Secondary Switch Box point 3 No. 2.5 sqmm wires(P, N & E) from a switchbox to the Lighting switch board and to additional switches/sockets looping, if any in the same box in same circuit point.

Primary Light point 2 No. 1.5 sq.mm for P& N & 1 No. 2.5 sqmm for earth wires From Switch box to the light point including 6 A switchwith, ceiling rose or angle/batton holder as per drawing. Note: Neutral wire can be laid from the nearest light/fan point of the same circuit.

Secondary Light point 2 No. 1.5 sq.mm for P& N & 1 No. 2.5 sqmm for earth wires From one light point to another including ceiling rose or angle/batton holder as per drawing. Note: Neutral wire can be laid from the nearest light/fan point of the same circuit.

Primary street light / outdoor light point 2 No. 1.5 sq.mm for P& N & 1 No. 2.5 sqmm for earth wires From DB to the wall mounted Street light point including required accesories as per drawing. Note: Neutral wire can be laid from the nearest light/fan point of the same circuit.

Secondary street light/ outdoor light point 2 No. 1.5 sq.mm for P& N & 1 No. 2.5 sqmm for earth wires From one light point to another including required accesories as per drawing as per drawing. Note: Neutral wire can be laid from the nearest light/fan point of the same circuit.

Exhaust Fan point 2 No. 1.5 sq.mm for P& N, & 1 No. 2.5 sqmm for earth wire from Switch box to the ex. fan point point along with 6 A switch, 6A Socket(near by Exhaust fan). Note: Neutral wire can be laid from the nearest light/fan point of the same circuit.

Ceiling Fan point 2 No. 1.5 sq.mm for P& N, & 1 No. 2.5 sqmm for earth wire from Switch box to the fan point point along with 6 A switch & 5 step regulator. Note: Neutral wire can be laid from the nearest light/fan point of the same circuit.

Wall mounted Fan point 2 No. 1.5 sq.mm for P& N, & 1 No. 2.5 sqmm for earth wire from Switch box to the ex. fan point point along with 6 A switch, 6A Socket(near by wall mounted fan). Note: Neutral wire can be laid from the nearest light/fan point of the same circuit.

Primary Power point 3 No. 2.5 sqmm wires(P, N & E) from DB to the power point along with 16A switches and 16 A universal socket

Primary Power Point with one No. 16A switch and 1 No 16 A universal socket

Primary Power Point with two Nos 16A switches and 2 Nos 16 A universal socket

Secondary Power point 3 No. 2.5 sqmm wires(P, N & E) from power point to the secondary power point along with 1 No. 16A switches and 1 No16 A universal sockets

Primary Computer Switchboard point 3 No. 2.5 sqmm wires(P, N & E) from DB to the switchbox along with 4 Nos 6A switches and 4 Nos 6 A shuttered socket

Secondary Computer Switchboard point 3 No. 2.5 sqmm wiresone switchbox to another along with 4 Nos 6A switches and 4 Nos 6 A shuttered socket

AC point 2 No. 4 sq.mm for P& N, & 1 No. 2.5 sqmm for earth wire from DB to the AC point through & including 1 No. 20A DP MCB(10 kA breaking capacity) in metal box(at operating height) to 20 A 3 pin metal clad socket with plug top near to AC.

Power Socket point 2 No. 4 sq.mm for P& N, & 1 No. 2.5 sqmm for earth wire from DB to the Metal Clad Socket including 20 A 3 pin metal clad socket along with 20A SP MCB with plug top.

In Lift Shafts point Shaft point in lift shaft with 3 nos of 2.5 sq.mm wires from Switch/DB/nearest shaft point with 600 lumen output LED bulk head luminaire with 6 A SP controlling switch and 16 A, 6 pin socket with 16 A SP controlling switch all in one box including all fixing material etc & as directed by E-I-C.

Primary twin control light point(staircase) 2 No. 1.5 sq.mm for P& N & 1 No. 2.5 sqmm for earth wires Switch box point to the light point for controlling including 6 A two no. two way switches, ceiling rose or angle/batton holder as per drawing.

Secondary twin control light point(staircase) 2 No. 1.5 sq.mm for P& N & 1 No. 2.5 sqmm for earth wires From lighting point to the light point , ceiling rose or angle/batton holder as per drawing.

Geyser point 2 No. 4 sq.mm for P& N, & 1 No. 2.5 sqmm for earth wire from DB to the Geyser point through & including 1 No. 20A DP MCB(10 kA breaking capacity) in metal box out side tiolet(at operating height) to 20 A 3 pin metal clad socket(Industrial type)with top near to Geyser(inside toilet).

TOTAL

PART C: EARTHING & LIGHTNING PROTECTION

EARTHING SYSTEM: MAINTENANCE FREE EARTHING SYSTEM : Supply,installation,testing & commissioning of maintenance free earthing system & associated works, etc. complete as per specifications & instructions of E-I-C.

Providing and making earth station comprising of 17 mm dia 3m long earthing electrode of high tensile low carbon steel rod molecularly bonded 250 micron copper coating on the outer surface, UL listed, filling bore with suitable earth enhancement compound as per IEC 62561-7 & manufacturer's standard, surrounding the earth electrode complete with all required materials & instructions of EIC. Providing & making concrete chamber (1:2:4) of size 600 x 600 x 600 mm (inside dimension) with 10 mm thick MS hinged cover mounted on 40 x 40 x 5 mm thick angle iron frame as per instructions of EIC. The date of testing and earth resistance value shall be written on the cover with black base with yellow paint. Note: The scope includes :- 1) Installation of earth rods including making pit/ drilling suitable size bore holes in normal soil/ hard rock as per manufacturer's recommendations & design. 2) Exothermic welding of joints between earth electrode & GI / tinned Cu strip and between GI / tinned Cu strips, used for interconnection of earth electrodes.

Supply, installation, testing & commissioning following heavily hot dipped GI earth strip for ground conductors fixed with no.10 GI wood screws & 1-2 mm thick GI saddles with G.I machine screws or in ground at 750mm below, interconnection of earth strip with welded joints and GI nut bolts & washers, painting with two coats of metallic Aluminium paint for above ground portion & painting with two coats of black bituminous compound for earth strip in ground etc. all as per drawing, specifications and as per the instructions of the Engineer-in-charge. Note excavation for this item measured seperately & conductor used as down conductors.

50 X 6 mm GI strip for earth mat and earthing

25 X 6 mm GI strip with insulators for lightning protection

25 X 3 mm GI strip

TOTAL

PART D: TELEPHONE and Network SYSTEM

Telephone Point Wiring: Point wiring with 4 pair CAT-6 wires copper conductor PVC insulated, in 25 mm dia rigid PVC conduit (concealed in slab /wall or complete with all conduit accessories, RJ-11 telephone socket outlets with shutter in a box with connector, ferrule numbers on both side of the circuits all terminations with ferrule /lugs if required, modular box at one end, labelling all as per drawing specifications & as per instructions of E-I-C. NOTE: 1. Point wiring means 4 pair CAT-6 wires from Telephone Tag Block to assigned point including end termination of one pair at both sides and other pairs should be kept spare.

Telephone Tag Block (TTB) : Supply, installation, testing & commissioning of following readymade Krone connector telephone tag block box, 18 SWG MS CRCA sheet, concealed/surface mounted on MS frame of size 40 x 40 x 5mm and grouted on the wall/fixed on the column free standing type with anchor fasterners, cable end/wire way box,if required, with adequate space facility to be provided in the TTB, with front operable hinged door, neoprene rubber/cork gasket for joints, wire bunching clamps , name plate etc. all as per standards, specification, drawing & instructions of E.I.C. Note: 1) Point distribution diagram shall put in side the DB with polythene protective cover. 2) All fabrication drawings shall be got approved. 3) Disconnection module shall be Krone Part No. 69011006-02 or equivalent approved.

100 pair telephone tag box : A set consisting of : 1)Disconnection module 2 /10 --> 10 nos. 2)Back mounting frame - 2/11 -->1 nos (C.T. box with mounting bracket ) 3. Transparent dust cover --> 1 no. complete with all accessories 4. Label Holder - 1 nos.

50 pair telephone tag box : A set consisting of : 1)Disconnection module 2 /10 -->5 nos. 2)Back mounting frame - 2/11 -->1 nos (C.T. box with mounting bracket ) 3. Transparent dust cover --> 1 no. complete with all accessories 4. Label Holder - 1 nos.

20 pair telephone tag box : A set consisting of : 1) Disconnection module 2 /10 --> 2 nos. 2) Back mounting frame - 2/3 --> 1 nos ( C.T. box with mounting bracket ) 3. Transparent dust cover --> 1 no. complete with all accessories 4. Label Holder - 1 no

Network Point Wiring: Point wiring with 4 pair CAT-6 wires copper conductor PVC insulated, in 25 mm dia rigid PVC conduit (concealed in slab /wall or complete with all conduit accessories, including RJ-45 Network socket outlets with shutter in a box with connector, ferrule numbers on both side of the circuits all terminations with ferrule /lugs if required, modular box at one end, labelling all as per drawing specifications & as per instructions of E-I-C. NOTE: 1. Point wiring means 4 pair CAT-6 wires from Network JB Block to assigned point including end termination at both sides and RJ45 socket at one end with connector in a box

TOTAL

PART E: MISCELLENEOUS ITEMS

CABLE TRAYS : Supplying and fixing 150mm width x 100 mm depth sizes of GI perforated tray, hot dipped galvanised between 60 and 80 microns of zinc as per BS 729 carbon Steel cable trays including horizontal and vertical bends, reducers, tees, cross members and other accessories as required, and duly suspended from the ceiling with electro-zinc coated TF rods, wall mounting brackets etc.

Supply, fabrication and installation of 20 SWG GI sheet covers for all sizes cable trays, including necessary hardware, including all labour and materials, as per approved drawings, specifications of this tender and directions by Engineer-in-Charge.

MS Fabrication : Supply, fabrication and installation of supports using MS channel/angle / flat/ MS rod hangers etc.including painting with two coats of primer and two coats of epoxy paint of approved shade as per instructions of EIC.

Supply, installation of GI pipe of B class sleeves in beams/column/slab for passing electrical cables/conduit as per instruction of E-I-C.

40 mm dia

80 mm dia

Supply & installation of 300 mm dia heavy duty RCC Hume pipe of class 'NP3' to be laid in ground/from concrete cable trench to ground, for passing of cables with necessary joints, concrete supports. Scope includes escavation below ground level in all types of soil/concrete road cutting/foot path cutting, nallah cutting /any RCC wall/floor cutting including back filling, dewatering, consolidation, reinstatement of excess earth within the radius of 500 m and original,disposal making good to the original finish etc. spare space of hume pipes after cable laying and spares hume pipes shall be sealed properly with fireproof materials.

Supply, fixing & installation of pre mixed & ready to use M/s. HILTI make firestop foam CP 620 in 300ml bottle for sealing openings in electrical shafts, Telephone shaft, raceways & cutouts, hump pipes & where ever required & as per instruction of EIC.

Supply, fixing & installation of pre mixed & ready to use M/s. HILTI make firestop mortar CP 636 for sealing openings in electrical shafts, Telephone shaft, raceways & cutouts, hume pipes & where ever required & as per instruction of EIC.

TOTAL

PART F: LIGHT, LUMINAIRES, CEILING FANS, ETC.

Light Luminaires & Fittings: Supply, installation, testing & commissioning of following luminaires as per drawing, specifications & as per the instruction of E.I.C.

LED Surface Mounted 1600 Lumen O/P Luminaire Similar to M/s Philips Cat. No. SM200C LED16S-6500CCT OD PSU CIRRUS MINI PRO' or Equivalent Approved

LED Surface Mounted 3300 Lumen O/P Luminaire Similar to M/s Philips Cat. No. SM365C LED33S-6500CCT OD PSU WH CIRRUS Surface Mounted or Equivalent Approved

LED Recess Mounted 3400 Lumen O/P Luminaire Similar to M/s Philips Cat. No. RC380B LED34S-6500CCT OD PSU Fullglow or Equivalent Approved

LED Recess Mounted 600 Lumen O/P Luminaire Similar to M/s Philips Cat. No. DN097B LED6S-6500CCT PSU WH Green LED Ultima Square or Equivalent Approved

LED Surface Mounted 2000 Lumen O/P Luminaire Similar to M/s Philips Cat. No. BN308C LED20S-6500CCT L120 PSU WH Batten or Equivalent Approved

LED Surface Mounted 4000 Lumen O/P Luminaire Similar to M/s Philips Cat. No. BN308C LED40S-6500CCT L120 PSU WH Batten or Equivalent Approved

LED bracket mounted streetlight fixture IP 66, 7000 lumens system output similar to M/s Philips BRP410 LED CW 072 MR FG SI PSU GR or Equivalent Approved

LED surface mounted bulkhead luminaire fitting having 600 lumen output similar to M/s Philips cat no. WT202 W LED 6S CW PSU S2 PC or equivalent approved.

LED floodlight fixture IP 66, 7000 lumens system output similar to M/s Philips BVP120 LED 70CW NB FG S1 PSU or Equivalent Approved

10W, 1x 2ft LED Tube light fitting + mounting accessories

Exhaust Fans:

Supply, installation, testing & commissioning of 225 mm dia , casette type of exhaust fans, single phase complete with blades, motor, scope includes supply of 3C copper 1.5 sq.mm. flexible chord of suitable length with louvers and fixing arrangement in window/wall as per instructions of EIC.

Supply, installation, testing & commissioning of 450 mm dia , Singe phase, Heavy duty exhaust fans complete with blades, motor, luvers, scope includes supply of 3C copper 1.5 sq.mm. flexible chord of suitable length with fixing arrangement in window/wall as per instructions of EIC.

Ceiling Fans : Supply, installation, testing & comissioning of following ceiling fans as per specification and instructions of E I C

BEE 5 star rated 1200mm sweep ceiling fan

1400mm sweep ceiling fan

Fan Hook Boxes Supply, installation, testing of concealed fan hook boxes of size 150 x 150 x 75 mm deep fabricated out of 2mm thick M.S CRCA sheet with 12.5 mm dia M.S tested rod hook with brass earthing stud & welded nut from inside and 2mm thick round M.S cover plate overlapping by 15 mm, including red oxide and two coats of white synthetic enamel paints and brass chromium plated screws and cup washers for fixing and all as per conceptional drawing enclosed & instruction of Engineer-in-charge (Sample box with cover to be got approved before fabrication including the fabricator)

Wall Mounted Fans Supply, installation, testing & commissioning of 400 mm sweep wall mounted fan complete with blades, motor, scope includes supply of 3C copper 1.5 sq.mm. flexible cord of suitable length and fixing arrangement on wall as per instructions of EIC.

TOTAL

PART G: ELEVATORS

Design, fabrication, manufacture, assembly, delivery to site, installation, testing, commissioning and handing over of 1020 kg (15 passenger) STRETCHER TYPE lift having contract speed of 1 m/s serving different floors in the existing lift shaft as per detailed specifications enclosed, lift rules, IS , as per instructions of E-I-C and as under : 1. Machine roomless type with gearless electric drive 2. Duty load : Min 1020 kg 3. Speed : 1 m/s 4. Floors served : 3 5. Travel :13.5 m (approx) 6.Stops & opening : 3 (same side). 7. Controller : A.C. variable voltage & variable frequency with closed loop control. 8. Operation : Microprocessor based Simplex / duplex full collective with /without attendant. 9. Power - 415 V, 3 phase, 50 Hz, 4 wires system 10. Type of doors : a) Car : Power operated, centre opening horizontal sliding stainless steel doors in honeycomb/ SS vandal proof finish finish with sandwich construction. b) Landing doors : Centre opening horizontal sliding stainless steel doors in honeycomb / SS vandal proof finish with sandwich construction. c) Tamper proof infra-red full width and full height of the opening with protective leading edge device as backup protection. 11. Lift car floor: Granite flooring of approved pattern. 12. Automatic rescue device complete with dry maintenance free batteries as required. 13. BMS compatible feature in elevator controller as per specifications.

Design, fabrication, manufacture, assembly, delivery to site, installation, testing, commissioning and handing over of 544 kg (8 passenger) lift having contract speed of 1 m/s serving different floors in the existing lift shaft as per detailed specifications enclosed, lift rules, IS , as per instructions of E-I-C and as under : 1. Machine roomless type with gearless electric drive 2. Duty load : Min 544 kg 3. Speed : 1 m/s 4. Floors served : 3 5. Travel :13.5 m (approx) 6.Stops & opening : 3 (same side). 7. Controller : A.C. variable voltage & variable frequency with closed loop control. 8. Operation : Microprocessor based Simplex / duplex full collective with /without attendant. 9. Power - 415 V, 3 phase, 50 Hz, 4 wires system 10. Type of doors : a) Car : Power operated, centre opening horizontal sliding stainless steel doors in honeycomb/ SS vandal proof finish with sandwich construction. b) Landing doors : Centre opening horizontal sliding stainless steel doors in honeycomb / SS vandal proof finish with sandwich construction. c) Tamper proof infra-red full width and full height of the opening with protective leading edge device as backup protection. 11. Lift car floor: Granite flooring of approved pattern. 12. Automatic rescue device complete with dry maintenance free batteries as required. 13. BMS compatible feature in elevator controller as per specifications.

TOTAL

JYOTI SARUP MITTAL

GOEL CONSTRUCTIONCO

JYOTI SARUP MITTAL

GOEL CONSTRUCTIONCO

JYOTI SARUP MITTAL

GOEL CONSTRUCTIONCO

JYOTI SARUP MITTAL

GOEL CONSTRUCTIONCO

JYOTI SARUP MITTAL

GOEL CONSTRUCTIONCO

GOEL CONSTRUCTIONCO

JYOTI SARUP MITTAL

GOEL CONSTRUCTIONCO

JYOTI SARUP MITTAL

JYOTI SARUP MITTAL

SANJEEV BROTHERS

JYOTI SARUP MITTAL

SANJEEV BROTHERS