Construction of Lift Lobby and an additional floor over existing Indradhanush Building including Civil, Public Health, Electrical and Fire fighting works at Anushaktinagar, Mumbai 94.

Amount

GENERAL ABSTRACT

PART - I - Civil Works

PART - II - Public Health Engineering works

PART - III - Electrical works

PART - iV - Fire Fighting Works

Description of Work / Item(s)

Amount

ABSTRACT FOR PART - I

PART - I - CIVIL WORKS

PART-I-A-Sub Structure

PART-I-B-Super Structure (Structural)

PART-I-C-Form Work

PART-I-D-Steel Reinforcement work

PART-I-E-Masonry work

PART-I-F-Flooring work

PART-I-G-Doors and windows

PART-I-H-Fittings and fixtures

PART-I-I-Waterproofing treatment

PART-I-J-Plastering work

PART-I-K-Painting work

PART-I-L-Miscellaneous work

PART-I-M-Rebated Item

Description of Work / Item(s)

Amount

Part I : CIVIL WORKS

Part I -A : SUB STRUCTURE

Earth work in surface excavation by mechanical means (Hydraulic excavator) / manual means to required profile, level, grade, camber, etc. in all soils as mentioned below, not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm in plan area including dressing, ramming and preparing the bed for foundation, watering, consolidation, rolling top most layer with power roller of minimum 8 tonnes to obtain 90% proctor density for Car Parking area etc. and disposing of the surplus earth within a distance of 300m etc. complete as per specification, drawings and as directed by the Engineer -In-Charge.

All kinds of soils.

Depth not exceeding 1.5m from ground level.

Depth exceeding 1.5m & up to 3m from ground level.

Depth exceeding 3m & up to 4.5m from ground level.

Depth not exceeding 1.5m from ground level.

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

Depth exceeding 3m & up to 4.5m from ground level.

Depth not exceeding 1.50m from ground level.

Depth exceeding 1.5m & upto 3m from ground level.

Depth exceeding 3m & up to 4.5m from ground level.

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 Engineer-in-charge. Note: Nominal Reinforcement if provided shall be measured & paid under relevent item.

PCC of grade M10 in foundation, mudmat course etc.

PCC of grade M15 in sub base flooring, ramps, foundation in pedestals, cable pits, cable trenches, plinth protection, haunching of drain, embedding pipes etc.

Reinforced Cement Concrete of grade M-30 in foundation and plinth at all levels and locations conforming to I.S.456-2000 and 13920 latest edition, using 20mm maximum size down graded stone aggregate including machine mixing, conveying, placing in position, mechanical consolidation, finishing, curing etc. all complete as per specifications, drawings and as directed by the Engineer in charge. Notes for Reinforced Cement Concrete works: i) Cement for structural works shall be OPC/PPC ISI marked and duly approved by the Engineer-in-charge. ii) All RCC work shall be controlled concrete unless otherwise specified and shall be carried out strictly in accordance with the drawings and specifications.. iii) The rates for RCC works shall be exclusive of cost of reinforcement and form work unless otherwise mentioned. iv)All coarse aggregate is to be of 20mm maximum size & uniformly graded unless otherwise mentioned. v) 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 department. c) Making cutout wherever required including cutting the formworks etc.. d) During construction of raft slab of underground tank, lift pit dewatering shall be continuously carried out to avoid developent of water pressure. e) Test for Concrete shall be done as per IS 456-2000 and the cost of the same shall be borne by the contractor.

For all type of Structural / RCC elements with all geometrical shape and sizes.

Extra for providing RMC (Ready Mixed Concrete) conforming to IS : 4926(latest) in lieu of conventional RCC and PCC items supplied by approved RMC manufacturers for all type of structural elements/ RCC / PCC elements including transporting, pumping etc. complete as per instruction of the Engineer in charge. Notes: i) The contractor shall obtain prior approval for RMC manufacturer from Engineer in Charge in writing. ii) The rate shall apply for all levels and locations including all type of structures etc. iii) Extra for RMC in lieu of conventional RCC and PCC of any grade mentioned elsewhere shall be measured and paid under this item for substructure works.

Providing, erecting, fixing in position striking / removing and cleaning steel / timber shuttering & centering for formwork 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, all materials, labour etc. all complete as per specifications, drawings and as directed by the Engineer-in-charge. Notes: 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. Note: The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment.

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

Brick masonry work in foundation and plinth, cable pits, trench, steps, toe wall, etc. using well burnt bricks from approved lot, of class designation 3.5 (classification as per IS 1077-1992 and minimum average compressive strength not less than 3.50 N/mm2) in ready mix C.M 1: 6 to correct line, level and plumb including raking out joints/simultaneous flush pointing with ready mix cement mortar 1:4, curing etc. complete as per specifications, drawings and as directed by Engineer-in-charge. Notes: i) One brick wall thickness shall be considered as 230 mm & lesser wall thickness if any shall be made up accordingly by the contractor by applying ready mix cement mortar of mix 1:4 in proper line, level & plumb without any extra cost to the department. ii) The rate shall include cost of making the brick masonry to all geometrical shapes and sizes without any extra cost to the Department. iii) 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. iv) 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.

Cement plaster using READY MIX Plaster (RMP) of approved manufacturer in single/ double coat over concrete/ masonry surfaces in CM 1:4 of thickness mentioned below at lift pit/ trenches and all locations to correct line, level, plane, plumb 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.

20 mm thick smooth finish in two coats on concrete surfaces inside lift pit/trenches, with water proofing agent @ 2% by weight of cement or as per manufacturer's specifications.

Providing and laying patent box type cement based water proofing treatment of approved agency for basement raft and vertical wall of lift well, trenches, etc. at all levels & locations as per specification of the water proofing agency including cleaning of surfaces, curing and testing the basement raft for water tightness, rectification of defects if any, etc. complete as per specification and drawing and as directed by the Engineer-in-charge as per the following. Notes: 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 is provided for bone dry condition by filling up with water. No wet patches or leaks shall appear on the surrounding wall or underside of the slab or junction etc. 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 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. d) The Contractor shall keep the lift pit filled with water after the water proofing work has been completed and shall clean it before handing over. At no time shall the lift pit be kept empty. 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.

Providing 50 mm to 70mm thick water proofing treatment for base / floor consisting of :- i) 1st layer rough shahabad stone of approximate size 600x600x20mm minimum thick of approved quality, (rough stone slab) over a 25mm thick base of rea dy mix 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 manufacturer. ii) 2nd layer of 25mm thick ready mix 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.

Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing rough shahabad stone of approximate size 600x600x20mm minimum 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 ready mix 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.

Disposing off the surplus excavated materials by mechanical transport to the near by dumping pits/ dumping areas at a designated location inside Anushaktinagar including all leads, lifts, loading, unloading, stacking, spreading, levelling etc. complete as per drawings, specifications & as directed by the Engineer in charge. Notes: Voids @ 20% for soils and 50% for soft rock/ hard rock shall be deducted from fully loaded truck measurements to arrive at the net quantity for payment in case direct measurement is not possible.

i) 230mm consolidated thickness.

ii) 150mm consolidated thickness.

Supplying and spreading pesticides chlorpyriphos or other chemical approved by central insecticides board and spraying the mixture uniformly by sprayer as pre-construction anti-termite treatment at the rate of 7.5 litres 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. Notes: 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 formwork, curing all complete as per specifications & as directed by the Engineer-in-charge.

TOTAL OF PART I - 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.

Reinforced cement concrete of grade M-30 in super structure conforming to IS 456-2000 , at all floors and levels for all structural members in all geometrical shapes/ design as per drawings using graded stone aggregate of 20mm and 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. Notes for RCC 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 form work 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.

For all type of Structural/ RCC Elements with all geometrical shape

Extra for providing RMC (Ready Mixed Concrete) conforming to IS 4926 (Latest) in lieu of conventional RCC and PCC items, supplied by approved RMC manufacturers including transportation, pumping etc, complete as per instruction of Engineer in Charge. Notes: i) The contractor shall obtain prior approval for RMC manufacturer from Engineer in Charge in writing. ii) The rate shall apply for all levels and locations including all type of structure etc. iii) Extra for RMC in lieu of conventional RCC of any grade mentioned elsewhere in the schedule shall be measured and paid under this item for superstructure works.

TOTAL OF PART I - B : Super Structure (Structural)

Part- I - C - Form Work Notes for 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 geometrical shapes in plain / RCC elements 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.

i) For all type of structural/RCC elements including all geometrical shapes and single/ multiple staging at all floors and location including circular columns.

Providing, erecting, fixing, centering and shuttering work using ply board to obtain form finished concrete surfaces of F3 finish to ceilings at all heights & locations including single / multiple staging for all geometrical shapes in plane, curved surfaces of structural / RCC 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 striking / removal of the same including finishing by filling form tie-hole, 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 specification, drawings and as directed by Engineer in charge.

a) All type of Structural / RCC elements including all geometric shapes and single/ multiple staging.

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, JSW, JSPL and RINL only.

Total of Part- I - D - STEEL REINFORCEMENT WORK

PART - I-E : MASONRY WORK Notes: a) The contractor shall get approved the samples of autoclave aerated cement blocks from the Engineer-In-Charge before procurement on large scale and shall maintain the same for the entire work. b) Necessary Openings/ nitches/ pipe sleeves/ 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 AAC Block masonry wall thickness shall be considered as 230mm and half 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 AAC block masonry to all geometrical shapes and sizes without any extra cost to the Department.

Providing and laying autoclaved aerated cement blocks masonry with 115mm/ 150mm/ 230mm thick AAC blocks as per approved manufacturers, using approved block laying polymer modified adhesive mortar in super structure above plinth level at all locations, levels & lead with RCC band at sill level and lintel level all complete as per direction of Engineer in-Charge. (The payment of RCC band and reinforcement shall be made for separately).

Total of Part- I - E - MASONRY WORK

PART -I-F : FLOORING WORK Notes: 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, green 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, granite 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 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.

Providing and laying at all floors and levels 6mm (min) thick or as per specifications of approved manufacturer, first quality glazed / matt / antiskid etc. ceramic tile flooring /dado/ cladding as per the approved pattern and colour as mentioned below conforming to IS 13755 latest edition laid in ready mix 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.

In flooring with satin/antiskid finish 300mmx300mm, or equivalent approved sizes of ceramic tile laid over 20mm thick ready mix cement mortar bedding 1:4 ( 1 cement : 4 sand).

Providing & laying machine cut & machine polished kotah stone flooring and skirting at all floor & location including stair case landing, connecting corridor etc. with necessary ready mix 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 585mmx585mmx25mm laid over & including 20mm. thick ready mix cement mortar 1:4 ( 1 cement : 4 coarse sand) bedding.

In skirting with kotah stone slab of size 585mmx100mmx25mm thick or sizes as per working drawing laid over and including 12mm thick ready mix cement mortar 1:3 ( I cement : 3 coarse sand) backing including providing grooves on top of skirting, and chasing the brick/block masonry etc. complete.

In Ramps 25mm uniform thick, length up to 1250mm/1500mmx100mm in single piece (approx.) laid over 20mm thick cement mortar 1:3(1cement :3 sand)

Providing and fixing gang saw cut, mirror polished, premoulded and prepolished, machine cut lavender blue, steel gray or any other approved granite stone piece of 18mm thick for treads/ risers/ steps/ ramps of approved shade, colour, texture in required size of single length wherever mensioned in drawings and specifications, laid at all floors and locations, laid over 20 mm thick base using ready mix cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels as per instrutions of EIC.

In flooring with mirror polished 18mm thick approved quality lavender blue granite stone slab in required sizes, shade, shape and pattern in plain/curved or any geometric shape and including 20mm thick ready mix cement mortar bedding of mix 1:4 (1 cement : 4 sand) including grey cement slurry at 4.4kg / Sqm over bedding and matching slurry with cement at 2.2kg/sqm for grounting the joints.

In skirting with 18mm thick mirror polished approved quality lavender blue granite stone over and including 12mm thick ready mix cement mortar ( I cement : 3 coarse sand) backing.

For treads 18mm mirror polished approved quality lavender blue granite stone in single piece in length up to 1200mm/1500mm (approx.) of approved shade laid over 20mm thick ready mix cement mortar 1:4 (1cement : 4 sand) bedding, including providing three Nos. of antiskid grooves & rounding the edges etc. complete.

For risers 18mm uniform thick lavender blue granite stone in single piece 1250mm/1500mm(approx.) of approved shade with 12mm thick ready mix cement mortar1:3 (1cement:3 coarse sand) backing.

For ramps 18mm uniform thick lavender blue granite stone in single piece 1250mm/1500mmx100mm (approx.) with 12mm thick ready mix cement mortar1:3 (1cement:3 coarse sand) backing.

18mm thick combination of steel grey and lavender blue granite stone of approved quality for jamb and facia for lift lobby in single piece upto 2400mm high of approved shade with 12 mm thick ready mix cement mortar 1:3 (1 cement :3 coarse sand), stone fixed with approved adhesive, stone chips to create rough surface, clips, necessary matching cement paste, etc. as directed by Engineer in charge.

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 in brick/Block masonry) with ready mix C.M. 1:3 or in case of concrete member supported over 40mmx40mmx6mm 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. (The cost of MS angle shall be paid seperately under relevent item.) Notes:Only area of exposed top surface shall be measured for payment.

Providing and fixing at all floors & levels, 35 mm uniform thickness machine cut and machine pre-polished on top only, cuddapah stone flooring in cupboards, platforms etc. at all floors and location, embedding all round minimum 25mm thick in brick/block wall including 20mm thick ready mix cement mortar bedding of mix 1:4 (1cement : 4 sand) including grey cement slurry at 4.4kg / Sqm overbedding and matching slurry with cement at 2.2kg/sqm for grounting the joints finishing tocorrect line, level, making good the surfaces, curing etc. complete all as per specifications,drawings and as directed by the Engineer- in- Charge. Note:- Only area of exposed top surface shall be measured for payment.

Providing & laying machine cut machine polished natural stone for wash basin counter / kitchen platform comprising of verticals / topping / facia 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 for wash basin/sink wherever required etc. all as per specifications, drawings and as directed by Engineer in charge. i) Sandwitch type topping of kitchen/ wash basin platform with combination of jet black granite (18mm thick) (in one piece) at top & cuddapa stone (35mm thick) at bottom total thickness with mortar of about 100mm and width of about 600mm, machine polished on one side, set in ready mix cement mortar 1:3 ( 1 cement : 3 sand), between the two slabs with maximum length upto 3.00 Meters(approx.) in single piece with a separate piece for sink area/wash basin required if any including cutting of slab to fix S.S sink / wash basin and making recess in brick/block 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. ii) For support walls and kitchen/ wash basin fins, facia with jet black granite minimum 18mm thick & about 100mm wide, machine cut machine polished (on exposed surface) stone fixed with approved adhesive, clips, stone chips to create rough surface, necessary cement paste, etc. all as per drawing & specification and as directed by Engineer in charge. iii) Providing machine cut/machine polished 35mm thick both cuddapah stone back to back for vertical support, for wash basin counter/kitchen platform in two pieces (sandwich type) of each 35mm uniform thick cuddapa stone slab placed back to back with 20mm thick ready mix cement mortar 1:3 of appx. size 675mm x 750mm & 100mm total thickness, making recess in brick/block wall, fixing in line, level, plumb with a minimum bearing of 25mm in brick/block wall and floor, making good the surfaces etc. including necessary cement paste / slurry all as per drawing & as directed by Engineer in charge. Notes for Wash basin Counter :- i)Only top clear exposed plan area of the combined slab system shall be measured for payment and area of bottom slab, cuddappah sandwitch vertical support, facia etc. shall not be measured. ii) The rate shall be inclusive of making necessary recess in brick/block wall to provide minimum bearing of 25mm for the sandwich slab system. iii) The thickness of cuddapah stone shall be 35mm (+) or (-) acceptable tolerence. The agency may quote accordingly.

TOTAL OF PART -I-F : FLOORING WORK

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

Profile 145mm x 60mm with single rebate.

Profile 80mm x 60mm with single rebate.

Supplying & fixing in position the following type solid core block board flush door shutters with commercial ply facing on both sides conforming to IS 2202 (latest) of M/s Kalpataru, M/s Anand, M/s Kutty or approved equivalent, with external type second class teak wood lipping alround, 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 with ss screws which shall be paid separately under relevant item) including view panel, painting the shutters all over with two coats of synthetic enamel paint of approved make & colour over one coat of approved wood pink primer to the wood and commercial ply surfaces etc. all complete as per specifications, drawings & as directed by Engineer-in-charge.

For D2 type 38mm thick single leaf door shutter of size 900mm x 2100mm with second class Teak wood lipping of section 38mm x 20mm and with view panel of size 300mm x 200mm using 5mm thick glass and teak wood beading as per drawing.

Providing and fixing D1 type factory made 120 Minutes Fire Resistant non-metallic wooden solid not less than 50mm thick double leaf of size 1500mmx2100mm (each 600mm/900mm width of shutter) with 2nd class teak wood lipping of section 50mmx20mm and view panel of size 200mm x 450mm using 5mm thick glass and teak wood beading, asbestos free, Fully INSULATED composite fire resistant double leaf shutters conforming to BS:476, part 22, integrity, insulation and stability criteria as per IS:3614 Part 2, as per prototype tested & certified by CBRI Roorkee, suitable for mounting on door frames, all as per manufacturer's specification and fire seal strip mounted in the grooves in the shutter on all sides or in the door frame or in both, (Fire Resistant certification as required by CFO shall be furnished by Manufacturer of Door Shutter), providing & fixing view panel and fixing shutters in position to pressed steel door frames/ wooden frames/ granite frames [door frames (choukhat) shall be paid separately under relevant item] at all floors by cutting/ planning if necessary, labour for fixing the fittings and fixtures with wooden packing pieces if necessary including providing and painting the shutters all over with two coats of synthetic enamel paint of approved make and colour over a coat of approved primer, etc. all complete as per specifications, drawings & as directed by Engineer in charge. Please Refer Additional notes.

Supplying and fixing in position at all floors integrated bronze anodised matt finished [15 micron thick], aluminium section [extruded] for aluminium Doors/ windows / ventillator with Flush type tower bolts in vertical style and aluminium plate as handle of size 5mm thick and 150mm wide fixed on the side of the double leaf shutter/ windows sliding / top hung/ fixed / grill/ adjustable louvered/ windows as per drawing of approved manufactures with extruded sections of Jindal / Hindalco / Alom extrutions or other approved equivalent 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 rollers per shutter 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. Notes: 1) Approval of the Dept. for the complete design and shop drawing shall be obtained before commencement of the work. 2) Aluminium works for fixing circular featured aluminium façade, in position at terrace / lift shaft/ parapet, using powder coated aluminium sections of M/s Jindal 14109 or equivalent with member of size 150mmx75mmx2mm as per approved shop drawing, shall be measured and paid under this item. Labour required for Embedding the façade, with necessary holdfasts and fixing it to concrete coping, finishing the pastered surface alround, rectifying the plaster moulding & plaster groove (if any) that is abutting the façade, cleaning etc. complete, is included under this item.

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

With clear float glass panes of 5mm thickness.

4mm thick ground glass louvers.

5mm thick acrylic sheet louvers

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 to center or suitable spacing as instructed by Engineer in Charge, painting with two coats of synthetic enamel paint of approved make, & colour over one coat of approved primer of approved shade and tint etc. all complete as per specification & drawings.

Size 50mm x 20mm with champher 2mmx2mm and 3mmx3mm etc. as per drawing.

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

TOTAL OF PART I-G : DOORS AND WINDOWS

PART : I-H : FITTING & FIXTURES: Notes: a) 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 the 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. b) All fittings & fixtures shall conform to relevant IS code.

Supplying at project site approved quality non magnetic stainless steel (SS-304) fittings, fixtures and fasteners along with necessary SS screws, bolts, nuts, washers etc. wooden packing pieces if necessary and other standard accessories, as per approved samples of M/s. Shalimar hardware or of aprroved make.

Heavy duty Butt Hinges of size 125mmx76mmx3.00mm (premium quality).

Providing and fixing hanger rods 25mm diameter of weight not less than 0.3 Kg/m and of 1200mm length (approx.) with a pair of brackets etc. complete.

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

D type bow handle 200mm long with concealed SS screws.

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

Door stopper with twin rubber bushing (shutter mount type).

Supplying following type of approved quality miscellaneous fittings, fixtures and fastenings along with necessary SS screws, bolts, nuts, washers, wooden packing pieces if necessary etc. and other standard accessories.

Supplying 6-lever Mortice lock of chromium plated brass parts & body, of M/s. Godrej make model no. 7117, 200mm Door Handle Set on both sides, with Lock Body 1CK (1 Cylinder, 1 Knob, Operatable by key from one side) Mortice Lock with chromium plated brass screws etc. lock shall be fitted as per manufacturer's specification and as directed by Engineer in charge.

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

Supplying at site bright finished brass cupboard or Wardrobe lock with four levers of M/s. Godrej including necessary screws, complete all as per specification, drawing and as directed by Engineer in Charge.

TOTAL OF PART : I-H : FITTING & 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 is 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 Section10 (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 with in 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 Building/ flats, if found necessary by the Engineer in Charge. e) Wherever Cement motar is to be used it shall be with Ready mix mortar for all waterproofing work with suitable proportioning for richer mix.

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 25mm to 100mm size with 50% of ready mix 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 20mm thick joint less ready mix 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 m for effective slope wherever required.

Filling in bath, WC, toilet, depressed areas with water proofing brick bat coba of the agency approved by the Department, 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, 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 WC, 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 400 micron thick PVC sheet (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.)

Providing cement based water proofing treatment by 'Injection & Surface' method of the agency approved by the dept. cement based water proofing treatment of 50 mm. and 20mm. thick for the floor and walls respectively at terrace water tanks, 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, drawing and 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 single colour, high solar reflective index, ceramic tile laid over and including 20mm thick ready mix 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 to provide slope 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 TREATMENT:

PART I - J : PLASTERING WORK : Note: 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 using readymix mortar in single coat at all floors and locations to correct line, level, plane and plumb for following, including preparing the surface, scaffolding, curing etc. all complete as per drawings, specifications and as directed by the Engineer-in-Charge.

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

Sand faced external / internal cement plaster as specified below in ready mix cement mortar 1:4 at all heights and locations including scaffolding, preparing the surfaces, finishing and rendering with sponge to correct line, level and plumb, curing including making plaster fluting (plaster in steps) etc. where ever required complete as per specifications, drawings and as directed by the Engineer in charge.

20 mm thick in two coats for brick/block/ concrete surfaces (external / internal) (back coat and finishing coat of 10 mm thick each) with water proofing agent @ 2% by weight of cement.

12 mm thick in single coat for independent concrete surfaces.

Extra over plastering items for making and finishing in matching plaster finish (interior & exterior) grooves in plaster, of following approximate sizes as per drawing, at all floors and locations to proper line, level and plumb all as per specifications, drawings and as directed by Engineer-in-charge.

i) 25mm x 10mm size.

ii) 100mm x 50mm size band/molding in plaster as shown in drawing

Providing vatas 150mm x 150mm at junction of walls and chajjas, canopies etc. with Readymix cement mortar 1:3 to match the surrounding plaster to the required profile including adding water proofing compound @2% by weight of cement, scaffolding, curing etc. complete as per specifications, drawings and as directed by the Engineer-in-charge.

TOTAL OF PART I - J : PLASTERING WORK :

PART : I-K : PAINTING :

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

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

Painting plastered/ concrete surfaces with two coats of exterior grade Acrylic emulsion paint of approved manufacturer and of approved colour and shade over a coat of acrylic/cement based water repellent primer of approved make and shade as mentioned below all as per manufacturer's recommendations and as per the approved sample and pattern including providing necessary scaffolding, covering the furniture etc. with tarpaulins or similar covering materials, before applying, cleaning the surface with water to remove all coating, dust, filling up cracks & crevices with approved putty, curing the surface, removal of splashing & droppings from floors, doors & windows, cleaning the surfaces etc. complete as per specifications and as directed by Engineer in Charge. a) Over sand faced plaster and jalli Notes:Both sides of the jalli shall be measured for payment.

Repainting of old painted surfaces with two coats of external grade acrylic emulsion paint of approved make and shade over one coat of approved acrylic/cement primer, including cleaning, repairing the surface with cement mortar, cleaning, scaffolding, covering the furniture etc. with tarpaulins or similar covering materials, before applying, removal of splashing & droppings from floors, doors & windows, cleaning the surfaces etc. complete all as per specifications and as directed by the Engineer-in-Charge.

TOTAL OF PART : I-K : PAINTING :

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

Structural steel work at all floors and locations in guard bars, grills, guard bars for windows, Hand Railing of connecting passage, frames, pit/trench covers, cover-bracket for slanting chajja, trap door, railing, balcony hand railing, hoisting hooks, smoke vents, etc. using angles, tees, flats, bars, chequered plates etc. of required sizes including supplying, cutting, fabricating, welding, erecting, making holes/chases wherever required and fixing/embedding in position in concrete/ brick/block work/ marble/ granite stone with necessary hold fasts/ stainless steel screws & rawl plugs by drilling etc. and finishing the concrete/ brick/block 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.

Providing and fixing in position, approved quality machine cut, mirror polished 16mm uniform thick green marble/18mm thick granite for frame in single piece 100mm to 200mm wide at all floors and locations laid over 20 mm thick ready mix 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, rounding of free exposed stone edges, final hand polishing etc. complete as per specifications, drawings and as directed by the Engineer in Charge.

18mm Jet Black granite stone of approved colour for door frame including providing and fixing 90mm long stainless steel screws(3 Nos. in each vertical stone) with rawl plug by drilling and finishing with approved putty with suitable pigment etc. complete.

16mm green marble stone frame for window cill, jamb in two pieces of full length and one piece for top of full length.

Providing & fixing in position GI chicken wire mesh (Hexagonal shape) of 12mm size hole, 22 Gauge with necessary "U" hooks, clips or nails at all floors and levels, wherever required to prevent development of cracks in plaster surfaces, as per specifications, drawings and as directed by the Engineer-in-charge (Only area of chicken wire mesh provided shall be measured for payment).

GI Pipe:

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 300mm / 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.

Providing 300mm high G.I Pipe hand railing at top of RCC staircase pardi, consisting of 50mm 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.

Providing and fixing 'B' class (medium quality) GI pipe 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 & laying average 100mm thick or as shown in the drawing, Cement concrete coping of mix 1:1.5:3 over window/ Ventillator Cill, parapet wall, etc. including mechanical mixing, consolidation, finishing, making slope, curing, formwork and plastering with Ready Mix Mortar in CM 1:4, 20mm thick, drip mould etc. finished with neat cement, all complete as per drawing, specification & as directed by Engineer-in-charge.

Dismantling of existing RCC Columns, Pedestals(meant for the proposed vertical extension of building) and other RCC members such as Chajja, slab, beams etc. at terrace and exposing the existing reinforcement dowels embedded in concrete (for lapping with new reinforcement), preferably manually using chipping hammer and by chiselling; otherwise mechanically but without damaging the adjacent concrete / structural menbers, including use of Core cutter machine if any for making cutouts in slab for Piping works, making scaffolding, cutting of reinforcement bars, by gas cutting if any, straightening, cleaning, carriage to ground and disposing the debris to the near by dumping pits/ dumping areas at approved disposal ground of MCGM (outside Anushaktinagar) including all leads, lifts, loading, unloading, stacking, spreading, levelling etc. complete as per drawings, specifications & as directed by the Engineer-in-charge including the cost of epoxy based binding coat over exposed concrete surfaces as mentioned below. Notes: 1) Care shall be taken to avoid damage to the existing reinforcement dowels while dismantling concrete of Columns. There shall be no damage to the existing slab concrete at terrace. 2) Epoxy based binding coat of NITOBOND of M/s. FOSROC or equivalent shall be applied over the existing concrete surface to have better bond with the concrete that is to be poured/cast at site. The time of application for bonding coat w.r.t. concrete placement shall be taken as per manufacturer's specification. 3) If existing reinforcemnt in slab/ beam/ column does not have sufficient length of lapping with new reinforcement, then existing and new reinforcemnt shall be welded as per IS: 9417-2018. Cost shall include tensile test to be carried out on test pieces (1 sample for every 100 joints but for every bar diameter) containing lap joint at their centre in as-welded condition and breaking load shall not be less than guaranteed load as per IS: 1786 required, to fracture the bar. 4) Refer to Structural drawing No. DCSEM / SDS / AN / ASSO-OFFICE / EXT - 04 / 8723 for location and other details of construction.

Dismantling brick bat coba cement based water proofing over terrace carefully without damaging adjacent structures including lowering, carriage to ground level, stacking of materials, dispoal of unserviceable materials and debris to the near by dumping pits/ dumping areas at approved disposal ground of MCGM (outside Anushaktinagar) including all lead, lifts, loading, unloading, spreading, leveling etc. as per direction of Engineer-in-charge.

Dismantling brick work in Cement mortar for parapet and entrance steps etc., carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials and debris to the near by dumping pits/ dumping areas at approved disposal ground of MCGM (outside Anushaktinagar) including all lead, lifts, loading, unloading, spreading, leveling etc. as per direction of Engineer-in-charge.

Dismantling stone slab flooring such as Kota, granite etc. laid in cement mortar including cleaning, stacking of serviceable materials and disposal of unserviceable materials and debris to the near by dumping pits/ dumping areas at approved disposal ground of MCGM (outside Anushaktinagar) including all lead, lifts, loading, unloading, spreading, leveling etc. as per direction of Engineer-in-charge.

Dismantling steel work in built up sections in G.I Pipes, angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismantling, lowering, carriage to ground level, and stacking within 100m lead as per direction of Engineer-in-charge.

Providing and fixing factory made precast full batter/bullnose Kerb stones manufactured by M/s Basant Betons or M/s. Super tile and Marbles Pvt. Ltd., conforming to IS 5758: 1984, made up of Cement Concrete of grade not less than M25, and having size 500mm x 325mm x 100mm with holes for drainage(100mm/150mm) wherever required as specified in drawings of approved pattern and design, curved at inner edge of 20mm radius, fixing with ready mix CM 1:3, jointing and pointing in CM 1:3 etc., complete as per specification, drawing and as directed by EIC.

Providing, laying & fixing precast interlocking paver blocks manufactured by M/s Basant Betons or M/s. Super tile and Marbles Pvt. Ltd., as approved from the catalogue, over a layer of 50mm thick stone dust and well consolidated soling in sub-base underneath (soling shall be paid under separate item), including filling the joints with stone dust etc. transporting to site, placing to proper line & level, etc. complete as per specification, drawing including cost of all material, labour, tools etc. but excluding the cost of PCC and/or soling in subbase, which will be paid separately, as directed by the Engineer in Charge.

80mm thick paver block of concrete grade not less than M35 using shot blasted Paver Blocks of approved design and colour in pathways with heavy loading and parking areas.

Providing and applying 2.50mm thick marking strips (retro-reflective) of approved shade/ colour using hot thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater, driven by experienced operator, on road surfaces/ parking areas, including cost of materials, labour, Tools and plants, cleaning the surfaces of all dirt seals, oil, grease and foreign materials etc. all complete as per specification, drawings and as directed by the Engineer-in-charge.

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 ready mix 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 applying polysulphide sealing compound of size upto 75mm x 15mm of approved make for the edges of expansion board including scaffolding, labour, wastage etc. all complete as per manufacturer's specification and as directed by the Engineer in Charge.

Providing and fixing 75mm thick Duraboard HD 100 filler board of M/s. Supreme Industries Ltd. for expansion joint at all floors and locations in RCC columns, beams, slab, brackets, brick/block wall etc. including cutting, laying in position in line, level and plumb etc., as per manufacturer's specifications including cost of all materials, labour, scaffolding etc. complete all as per specifications, drawings and as directed by the Engineer-in-charge.

Providing and fixing 25mm thick Shalitex Board for Expansion joint hood at roof/terrace and other similar locations including cutting, laying in position in line, level and plumb etc., as per manufacturer's specifications including cost of all materials, labour, scaffolding etc. complete all as per specifications, drawings and as directed by the Engineer-in-charge.

Providing copper metal cradle of suitable width [approximate 450mm] for expansion/ separation joint at floor level, bent to shape, cutting, screwing, over lapping, etc. filled up with Bitumen filler including placing 20mm thick Kotah stone/18mm granite stone, laid over a coat of Hot Bitumen for entire length along the joint, to match the floor finish, cut to required size and shape etc. including cutting, positioning, supporting, wastages, filling with approved polysulphide, sealing compound, chipping the old concrete surface etc. including all tools and plants at all levels & location, all as per specification and as directed by the Engineer in charge. a)Granite/Kotah stone etc. shall be measured separately under relevant items b) Polysulphide sealing compound shall be measured under relevant items

Providing & fixing in position anodised Aluminium flats/ angles/ tees/ plates (minimum 200mm wide or as per site requirement & 6mm thick sheets) / foils etc. of required size to cover the expansion joint in walls, floors, ceilings and columns etc. including drilling holes, chasing the surface wherever required, fixing with wooden gutties, rawl plugs and C.P brass screws, making oval shaped slot in aluminium on one side, fixing stainless steel washers, making good the concrete/ masonry surface, scaffolding etc. complete as per drawing, specification and as per instructions of Engineer in charge.

Providing and laying 3 courses of water proofing treatment with bitumen felt cover over expansion joint hood at terrace/roofs, consisting of first and third courses of blown bitumen 85 / 25 or 90 / 15 conforming to IS 702 applied hot @ 1.45 kg / Sq.M of area for each course, second course of roofing felt type - 3 Grade - 1 ("Hessian based self finished bitumen" felt) including preparation of surface, scaffolding, finishing to prevent entry of rainwater through the expansion joint, (but excluding the cost of 2 layers of 25mm thick Kota stone/RCC precast tile, which shall be paid under relevant item), complete as directed by the Engineer-in-charge.

Providing and fixing of signages of following sizes using Rigid sheet (A)ARS 10000 for the written matter (as described below), fixing to the base of 2mm thick Acrylic sheet using appropriate glue and stainless steel screw with washers etc. and providing arrangement for hanging the assembly to the ceiling including the cost of 2 sets of Stainless steel hangers, anchor fasteners, SS cover plates, hooks, etc. or fixing it to the wall, door as per drawings, complete as per manufacturer's specification and as per instruction of EIC.

Autoglow signages :

size 300mm x 300mm for "EMERGENCY EXIT" model D 160 Autoglow, Hanging type.

size 200mm x 300mm for "STAIRS" model No. C 25 / D 160 Autoglow, Hanging type.

size 200mm x 400mm for "FLOOR NUMBER-X" model No. FE 25 Autoglow, Fixing to wall type.

No glow signages

size 300mm x 300mm for "SPECIALLY ABLED TOILET" model C 25. for fixing to wall/ door.

size 200mm x 300mm for "GENTS TOILET"/"LADIES TOILET"/ "ELECTRICAL PANEL ROOM" model No. C 25 for fixing to wall/door.

size 100mm x 300mm for "FIRE SHAFT"/ "TELEPHONE SHAFT"/ "ELECTRICAL SHAFT" model No. C 25 for fixing to wall/door.

size 300mm x 400mm for "FLOOR PLANS (YOU ARE HERE)" model No. C 25 for fixing to wall/door.

Providing & injecting Hilti HIT-RE 500 V3 EPOXY ANCHOR solutions/ injectible mortar for post-installed following dia rebar connections for lintels/ beams in super structure at all floors and locations including drilling hole of required diameter upto 200mm depth by mechanical means, cleaning holes, fixing rebar, scaffolding, wastages etc. complete as per drawings and Hilti specifications and as directed by Engineer in charge. Note:Before taking up job, one pull out test for each dia to be conducted to establish the specified strength by manufacturer of chemial without additional cost to dept.

12 mm dia.

16 mm dia.

Supplying, applying and placing swellable type water stop tape of size 19mm x 25mm thick of expansive nature for construction joints of RCC walls of water tank including cleaning the construction joints of loose mortar and dust, applying primer @ as per manufacturer's specification, unroll the water bar slowly and carefully on the joint without pulling and stretching it too much after the primer dries a little and became sticky and tying with the reinforcement bars as directed, all complete as per manufacturer's specification ans as directed by Engineer-in-charge.

Providing & fixing GI Mesh size (100X100X4mm) IRC-fabric at mid-depth of concrete cover to bottom reinforcement of suspended slab/ beam, wherever there is risk of concrete spalling (for water tank slab). The rate shall include cost of labour, materials, binding wire, cutting, bending, binding, strainghtening, placing in position & for welding with main reinforcement of slab, beam etc. complete as per specifications, drawings and as directed by the Engineer-in-charge.

Providing & fixing precast EVERLAST Composite Frame & covers as approved by Competent authority / E.I.C, tested as per IS:1726 including cost of necessary hardware, 1:2:4 grade concrete for fixing frame, bed block (bearing course) and capping including necessary form work and readymix 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.

Frame & cover suitable for Overhead water tank having 600 mm dia. clear opening in mosquito proof condition and with locking arrangement.

TOTAL OF PART : I-L : MISCELLANEOUS WORKS

Part I-M REBATED ITEM

Rebate for taking away old and dismantled materials away from site; i.e. Structural steel such as G.I. pipes, M.S. angles, bars, flats, Reinforcement steel bars etc.

TOTAL OF Part I-M REBATED ITEM

Description of Work / Item(s)

Amount

ABSTRACT OF PART - II

PART - II - PUBLIC HEALTH ENGINEERING WORKS

PART - II - A - Sanitarywares & CP Appurtenances

PART - II - B - Internal water supply system

PART - II - C - Internal drainage system

Description of Work / Item(s)

Amount

Part II : PHE WORKS

Part II-A : Sanitarywares & C.P Appurtenances. Note:- 1) All sanitaryware shall be provided from same brand 2) All CP fittings / Fixtures (except jet spray) from same brand shall be provided.

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 "P" trap outlet with water seal not less than 50 mm with vent and necessary C.I. brackets supports. ii) Providing thermosetting or thermoplastic Seat & cover conforming to IS 2548, fixing seat & cover for water closet as per manufacturer's specification including the cost of corrosion resistant hinges, bolts, nuts, non ferrous or S.S washer etc. all complete. iii) Fixing the Water closet in position, jointing the trap, water closet and UPVC pipe by Epoxy grout or Rubber seal as per pipe manufacturer. 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 colour cement etc. all complete. v) Testing the system to the full satisfaction of the Engineer-in-Charge.

Vitreous China European Water Closet of Starwhite/snow white/bright colour with P trap of "Hindware" Cat. No. 20069/20097 Lara model with slow falling seat cover or Cera cat. No. S1041111 Cruse model with slow falling seat cover or Parryware Cat. No. C0264 Cardiff model with slow falling seat cover.

Providing & fixing in position first quality vitreous China Indian water closet consisting of 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 Water Closet of 580 x 440 mm size of Starwhite/snow white/bright colour as per Hindware Cat. No. 20042 "Orissa Pan Eco" model or Cera cat. No. S3020105 "Orrisa Pan Cable" model or Parryware Cat. No. C0117 "Orrisa Pan" model with PVC / ceramic Trap (with/without vent) & WC connector etc. all complete.

Providing and fixing urinal of approved make consisting following items of work i) Providing urinal of approved make, and placing it in position as shown in the drawing or as per manufacturer's specification or as directed including finishing the joints with white / matching colour cement all complete. ii) Providing various CP fittings such as Waste Coupling of Jaquar Cat No. 705/709, Bottle Trap of Jaquar Cat. No. 769 including providing and fixing 32 mm minimum 10kg class PVC pipe conforming to IS:4985 (and fittings conforming to IS:7834) Waste Pipe from Bottle trap to adaptor / Nahani trap / Floor Trap. ( Bottle trap & waste coupling will be paid separately under the relevant item.) iii) Fixing the urinal in position, including providing M.S. Brackets & Screws for the urinal as per Manufacturer's specification or as directed by Engineer-in Charge. iv) Cutting hole, making groove 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 etc. all complete as directed by Engineer-in Charge. v) Testing the system to the full satisfaction of the Engineer in Charge.

Vitreous urinal of Starwhite/snow white/bright colour as per Hindware Cat. No. 60002 "FLAT BACK LARGE" model or Cera cat. No. S4020112 "Capriana" model or Parryware Cat. No. C0583 "New Magnum" model with connector, spreader etc. all complete.

Providing Flushing arrangement to Water Closet etc., including providing and fixing manually operated Dual type flush valves consisting following items of work:- i) Providing and fixing flush valve 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 40/32 mm dia. uPVC (6Kg) flush pipe from Flush Valve to Water Closet concealed in the wall as directed making connection with W.C pan and flush valve including the cost of 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 E.I.C.

Flushing arrangement with dual type flush valve of Jaquar make Cat No.FLV-1085SQ or approved equivalent of Roca/ Toto make, Flush bend, cutting hole, testing etc. for EWC

Providing Flushing arrangement to Urinal etc., including providing and fixing manually/sensor operated flush valves consisting following items of work:- i) Providing and fixing flush valve 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 40/32/25/20 mm dia. uPVC Pipe(Waste) from Flush Valve to Urinal, concealed in the wall as directed making connection with Urinal and flush valve including the cost of fittings, fixtures, reducers, CP brass fittings on exposed portion 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 E.I.C.

Flushing arrangement with flush valve of Jaquar Sensotronic' make Cat No.SNR-STL-51087 or approved 'equivalent of Roca/ Toto make, Flush bend, cutting hole, testing etc. for Urinal

Providing and fixing first Quality Vitreous China Counter type Wash Hand Basin Consisting followingitems of work:- Providing Vitreous China over the counter type Wash Basin of Star white ( standard ) colour of following make conforming to IS:2556 and placing it in position over the granite platform as shown in the drawing or as directed including finishing the joints with white cement all complete. i) Providing Wash Basin and placing it in position as shown in the drawing or as per manufacturer's specification or as directed including finishing the joints with white / matching colour cement all complete. ii) Providing/ Fixing various CP fittings such as Waste Coupling of Jaquar Cat No. 705/709, Bottle Trap of Jaquar Cat. No. 769 including fixing 32 mm minimum 10kg class PVC pipe conforming to IS:4985 (and fittings conforming to IS:7834). Placing and fixing Waste Pipe from Bottle trap to adaptor / Nahani trap / Floor Trap. iii) Fixing the Wash Basin in position, including providing M.S./C.I. Brackets & Screws for the basin. iv) Cutting hole, making groove 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 etc. all complete as directed by Engineer-in Charge. v) Fixing Vitreous China under / over the counter / semi recessed type Wash Basin of following model and make conforming to IS:2556 and placing it in position with the granite platform as shown in the drawing or as directed including finishing the joints with white cement all complete. vi) Testing the system to the full satisfaction of the Engineer in Charge.

Vitreous China Wash Hand Basin of StarWhite colour of Hindware Cat. No. 10080 "Garnet" model or 'Cera Cat. No. S2030105 "Camry" model or Parryware Cat. No. C841M "Havana" model, under counter 'model.

Providing braided hose with nuts, nipples etc. for Water supply Inlet connection of following make for wash basin, flush tank, kitchen sink etc. with brass check nuts on both ends and fixing it in position as directed including the cost of jointing materials and testing for leak proof joints all complete as directed by EIC.

450 mm long Braided hose of Jaquar cat. No. 805B or approved equivalent of Roca/ Toto make.

Providing 4 to 6 inch braided hose or CP brass connection of best quality from concealed flush valve to urinal spreader.

Providing & fixing in position best quality bevelled edge plate Glass Mirror with PVC frame of following size with 6 mm thick marine ply wood (conforming to IS:710 : 2010) , fixed with required numbers of CP brass cup screws and caps, washers etc. including drilling holes, providing & fixing rawl plug in RCC/brick/block wall, wooden packing behind the mirror if necessary, reinstating the damages to its original condition etc. all complete as directed by EIC.

6 mm thick Plate glass Mirror of size 600 mm x 450 mm / of required size with 6 mm thick marine ply wood (conforming to IS:710 : 2010) backing & PVC moulded frame of approved shade or as directed by the E.I.C

Providing & fixing in position following approved quality CP fittings / Fixtures of 15 mm nominal dia. with ISI mark / approved make of following type including providing & fixing specials, wall flanges and fixing to concealed / exposed pipe line with 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 specification.

C.P. brass 2 Way Bib Cock with wall flange of Jaquar Florentine' Cat.No.FLR-5041N or approved 'equivalent of Roca/ Toto make.

C.P. brass wash basin Pillar Tap of Jaquar 'Sensotronic' make Cat No.SNR-CHR-51021, or approved ''equivalent of Roca/Toto make.

C.P. brass Angular Stop Cock with wall flange of Jaquar Florentine' Cat. No. FLR-5053N or approved 'equivalent of Roca/ Toto make.

C.P. Health Faucet with 8 mm dia 1.2 m long flexible tube & Wall Hook of Jaquar Brand 'Allied' Cat. No. ALD-573 or approved equivalent of Roca/ Toto make.

C.P brass waste coupling of 32 mm size, ALLIED ' of Jaguar Cat. No. 705/709 or approved equivalent of Roca/ Toto make for Urinal.

C.P brass Bottle Trap of Jaquar Cat. No. 769 or approved equivalent of Roca/ Toto make for Urinal.

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

C.P. Brass Toilet paper Roll Holder of Jaquar Continental' Cat. No. ACN -1153S or approved equivalent 'of Roca/ Toto make.

C.P. brass double coat hook as per 'Continental', Jaquar make Cat. No. ACN -1161N or approved equivalent of Roca/ Toto make.

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

Part-II- B : Water Supply System

Dismantling and reassembling existing CPVC water supply network at terrace and shaft for extension of building. Balance material shall be deposited at departmental store. Reassembly shall be done as per the pipe laying specifications including jointing material and labour etc. complete as directed by EIC. Note:Additional pipe material required will be measured in relevant item.

Supplying & fixing on Exposed surfaces the following sizes uv-stabilized Chlorinated Poly Vinyl Chloride (CPVC) pipes & Fittings of specified class having thermal stability for both hot & cold water supply consisting following items of work:- i) Supplying CPVC pipes and all required CPVC plain and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40 for CPVC pipe having nominal size 65 mm (2 ½”) and above. ii) Supplying & providing providing CPVC/GI flanges, any other required specials and other jointing materials for connecting the CPVC pipe lines with spool pieces of water tank and for connecting the CPVC pipe lines with any fittings & fixtures etc., of the water supply line iii) Laying and fixing the pipe and specials on exposed surfaces/ underground, to correct line, level and plumb for water supply line, using metal straps ( On wall surfaces ) at 1.00 mtr. interval or as directed by the EIC. iv) Jointing the pipes and Specials using Solvent cement conforming to IS:15225 & Teflon tape ( For threaded joins ) of approved makes including cutting the pipe to required size, preparation of surfaces, necessary tools etc. all complete. v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. vi) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured. vii) CPVC pipes and fittings/ specials shall be of same brand. NOTE: 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI/ CPVC/ PP-R pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only. Pipes and Fittings SDR-11 as per IS:15778

15 mm (½")n.size

20 mm(¾") n.size

25 mm (1")n.size

32 mm (1¼")n.size

40 mm (1½")n.size

50 mm(2") n.size

65 mm (2½")n.size

80 mm (3") n.size

Supplying, fixing & concealing on wall / beams / columns etc. the following sizes UV- stabilised Chlorinated PolyVinyl Chloride (CPVC) Pipes & (male / female) brass threaded Fittings of specified class having thermal suitable for both hot & cold water supply & suitable for fixing various fittings & fixtures such as taps, jet sray, wall mixture, concealed stop cock, flush valves etc., consisting following items of work :- i) Supplying CPVC pipes and all required CPVC plain / and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40 for CPVC pipe having nominal size 65 mm (2 ½”) and above. ii) Laying and concealing the pipe and specials for water supply by cutting / making 75 mm X 75 mm groove on the wall, fixing the pipe using metal straps wherever required and filling the groove with 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, preparation of surface, necessary tools etc. all complete. iii) Cutting or making hole or chases in RCC or brick/block work structure such as wall, column, beam, slab, chajjah, dado etc. for passing the pipe line and reinstating all the damage to its original condition. iv) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc. till water tightness of pipe line is ensured. v) CPVC pipes and fittings/specials shall be of same brand. Notes: 1) The rate shall also include for cPVC 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 concealed cPVC pipes provided for PH work shall be measured under this item. Pipes and Fittings SDR-11 as per IS:15778

15 mm (½")n.size

20 mm(¾") n.size

25 mm (1")n.size

32 mm (1¼")n.size

40 mm (1½")n.size

50 mm size

Providing and Fixing Ball Valve as per relevant IS code, suitable for pipe pressure class with body of bronze and ball & stem of Stainless Steel of approved make with fittings & material for conectivity and labour, making water proof joints, including cost of jointing material and CPVC specials if required & testing the joints. etc complete as per directions of Engineer-in-charge. Notes: 1) Item Includes providing Flange joints, with required new flanges and hardware . 2) Wherever required, union joint shall be provided in pipe to facilitate removal of valve. 3) Threaded fittings of CPVC shall be of Brass Threaded only. Brass threaded CPVC fittings will be measured and paid under relevent item. 4) All bronze ball valves provided for PH work will be measured under this item.

15 mm (½")n.size

20 mm(¾") n.size

25 mm (1")n.size

32 mm (1¼")n.size

40 mm (1½")n.size

50 mm(2") n.size

65 mm (2½")n.size

80 mm (3") n.size

Supplying & fixing following size C.P. brass Coupling with approved quality C.P. brass Mosquito proof jalli including providing CPVC/ GI connector, bend and any other CPVC/ GI specials, if required for fixing the coupling, jointing materials such as tefflon tapes, spun yarn, white zinc, fixing the same to GI/CPVC pipes etc. complete as specified & directed for overflow / vent pipe of water tank.

50 mm dia.

TOTAL of Part-II- B : Water Supply System

Part-II-C : Drainage System

Supplying and fixing following size uPVC UV-Stabilised soil / waste quality pipes and fittings ( SWR ) for soil, waste, vent, anti syphonage, HVAC waste pipe and rain water pipe lines consisting following items of work:- i) Providing and fixing uPVC UV-Stabilised Soil / waste pipe as per IS:13592 and IS:14735 Type-B laid in floor & on Exposed faces of wall of approved make ii) Fixing the pipeline vertically by Metal clamps with rubber seal of approved make iii) Fixing the pipeline Horizontaly with specified slope below the ceiling by Metal clamps with rubber seal and GI hanger rods not less than 5mm diameter at specified spacing, including all required hardware. iv) Providing and fixing uPVC cowl at the top of soil, waste water & vent pipe line. v) Providing and fixing uPVC P/S trap on line as per requirement for soil, waste water pipeline. vi) Laying the pipe below floor / ground to the slope and gradient equal to (or) steeper than 1 in 50, making leak proof connections of soil /waste pipe line from the shaft with inspection chamber / Manhole / Gully trap Chamber including the cost of filling around the holes of inspection chamber / Manhole / Gully trap with cement mortar 1:1 mixed with water proofing compound. vii) Jointing the pipe / fittings with Solvent Cement & Rubber ring gasket with making holes in walls / floor grooving and redoing the same and brick/block support etc. Carrying out water-tightness test for the pipes laid as per codal provisions. Providing Ring Joint pipes at verticals and solvent cement jointed pipes at concealed locations. viii) Cutting the pipe to the required length including providing short pieces, necessary connectors, fittings & specials with & without door, assorted fittings such as plugs, tees, couplers, reducers, cross tees, reducing tees, elbows, bends, single & double Y, vent cowl, gaskets, offsets etc. including providing necessary clean outs, cleaning pipe, extension pipe if any for clean outs, door bend, door elbow, door Y, socket plug, etc. wherever required for accessing every segment of soil and waste pipes to enable removal of any Chock up after installation. ix) providing necessary specials for connecting UPVC SWR (IS:13592/ IS:14735) pipe with UPVC (IS:4985) pipe etc. x) Dewatering the pit/ trenches if necessary till completion of work. xi) Testing the pipe line for any leakages, rectifying the leakages if any, retesting etc., till water tightness of the pipe line is ensured. xii) Including removing existing Pipe Line with Fittings and specials and connecting new pipe line with existing if any. Note: Earthwork excavation for trenches shall be paid under relevant items. For Soil & waste and Vent pipe lines

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 approved make with ISI mark / equivalent approvals as per relevant standards, providing necessary specials for connecting UPVC (IS:4985) pipe with UPVC SWR (IS:13592) pipe etc. ii) Laying and concealing the pipe and specials for waste water by cutting / making 75 mm X 75 mm groove on the wall, fixing the pipe using metal straps wherever required and filling the groove with ready mix cement mortar 1:3 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, preparation of surface, necessary tools etc. all complete. iii) Cutting or making hole or chases in RCC or brick/block 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 (No Chases in RCC wall, column, beam, slab, chajjah, etc. shall be made with out getting the permission from Engineer In charge & structural design Engineer). iv) Concealing the pipes in wall, Laying the pipe below floor / ground to the slope and gradient equal to (or) steeper than 1 in 50. v) Testing the pipe line for any leakages, rectifying the leakages if any, retesting etc., till water tightness of the pipe line is ensured. For Urinal/ wash basin/ Anti syphonic/ Sink waste. (10kg Pressure)

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

Multifloor trap of 110 x 75 x 50mm size of approved make with 3 pc top tile & flush strainer, mat finish.

Providing and fixing HDPE sheet flashing fabricated by welding HDPE flexible sheet with 160 / 110 mm diameter HDPE pipe about 400mm long for PVC rain water pipes, fixing the same on RCC/cement concrete surface using approved synthetic glue, covering the HDPE sheet wateright with cement mortar 1:2 mixed with water proofing 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. complete all as per specification and as directed by the Engineer-in-charge. Notes: HDPE sheet flashing shall be stuck watertight over RCC / Cement Concrete surface by using approved synthetic glue as per manufacturer's recommendation and as directed by the Engineer-in-charge. After fixing HDPE sheet flashing over RCC/ Cement concrete surface, the top potion of HDPE sheet flashing shall be spread with approved synthetic glue, fine (0.5 mm size) sand shall be sprinkled over it immediately, allowed to be dried and after drying it is to be covered watertight with cement mortar 1:2 mixed with waterproofing compound @ 2% by weight of cement as per required shape and form.

Item includes providing 160x110 mm uPVC reducer. 450 x 450 mm size HDPE sheet Flashing fabricated from 8 mm thick HDPE sheet and PN 6 grade 160mm /110 mm dia HDPE pipe.

Providing and fixing Stainless steel Dome mesh fabricated by welding from 2mm dia 304 grade stainless steel wire for PVC rain water pipes (sheet flashings), with 5mm x 10mm L base ring of 0.5mm thickness 304 grade Stainless steel. L ring to be embedded in waterproofing & dome 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

TOTAL OF Part-II-C : Drainage System

Description of Work / Item(s)

Amount

ABSTRACT OF PART - III

PART - III - ELECTRICAL WORKS

Section-A- Main LT Panel

Section-B-Fabricated Distribution Boards (MDB)

Section-C- LT Cables & End joints

Section-D- Readymade (DB)

Section-E- Point wiring & Submain wiring

Section-F-Maintenance Free Earthing

Section-G- Telephone System

Section-H- LAN System

Section-I- Fire Alarm system

Section-J- Miscellaneous Items

Section-K- Light luminaires, Ceiling fans etc.

Section-L- Rooftop Solar PV System

Section-M-Elevator works

Description of Work / Item(s)

Amount

Part III : Electrical WORKS

SECTION-A : LT PANELS LT PANEL: Design, manufacture,supply, installation,testing & commissioning of floor mounting front operated front access extensible type cubicle panel totally enclosed with IP-42 protection with hinged and lockabale doors. Switchboards fabricated from 2 mm thick CRCA sheets including interconnections, tinned copper strip/Wire crimping lugs, bonding to earth suitable for use at 415 V, 3 phase 4 wire 50 Hz system, and to withstand a fault level of 25kA for 1 sec or as specified, symmetrical at 415 V complete as per specifications, as required & as below. All switchboards shall have provision for entry of cables from the top/bottom as required. All live accessible parts shall be shrouded and all equipment shall be finger touch proof. The bus bars shall be insulated with heat shrinkable sleeves & color coaded . SMC/DMC shrouds and busbar supports shall be used. The powder coating colour shade for LT Panels shall be as follows:- 1. Panels fed from normal power supply - RAL 7035 Please refer additional notes for this item

LT Panel (Normal Supply) Incomer : a) 1 no.400 A FP MCCB with microprocessor based O/C + S/C + E/F release. b) 1 set of RYB indication lamp with HRC protection fuses. c) 3 nos 400/5 A ratio, class-I, cast resin current transformer d) 1 no 3 phase 4 wire, 240 V (L-N) 5 A, Class-1 Intelligent panel meter , flush mounted , 96 sq.mm , with RS-485 communication port. Bus bar 400 A TPN tinned copper bus bar having maximum current density of 800 A/sq.inch to withstand symmetrical fault level of 25 kA at 415 V. The neutral bus bar shall have 100% capacity. Outgoings :- i) 4P, 415V, 250A, 25kA MCCB with thermal magnetic based O/C+S/C+E/F release - 2 No ii) 4P, 415V, 125A, 25kA MCCB with thermal magnetic based O/C+S/C+E/F release - 4 Nos. iii) 4P, 415V, 63/40A, 25kA MCCB with thermal magnetic based O/C+S/C+E/F release - 6 Nos. iv) 2P, 240V, 25A, MCCB with thermal magnetic based O/C+S/C+E/F release - 2 Nos.

TOTAL OF SECTION-A : LT PANELS

SECTION-B: Fabricated Distribution Boards(MDB)

Fabricated Distribution Boards(MDB) : Supply,installation,testing & commissioning of Main distribution board IP 42, surface mounted type/ floor mounted with concealed hinges fabricated out of min 16 SWG thick MS CRCA sheet complete with 40 X 40 X 5mm MS angle iron frame work, supports, accessories, interconnections, earthing, locking arrangement, wire way box, cable entry box with gland & gland earthing, metal treatment (Seven tank process) painting, 2 nos 10mm dia 32 mm long brass earthing, studs, enameled danger board name plate, neoprene gasket, all required & as per instruction of E-I-C. Note: 1)The MCCBs shall be provided with microprocessor based overcurrent , short circuit & earth fault release. 2)MCCBs shall be of minimum 25 KA Ics breaking capacity. 3)All MDBs shall be provided with RYB indication lamps (heavy duty LED cluster type) with HRC protection fuses.

MDB-2.1,2.2 Incomer :- a) 125 A TP Switch Disconnector -1set b) 1 set of RYB indication lamp with HRC protection fuses Bus bar 125 A TPN tinned copper bus bar having maximum current density of 800 A/sq.inch to withstand symmetrical fault level of 25 kA at 415 V. The neutral bus bar shall have 100% capacity Outgoings :- 1) 9 nos. 63A SP MCBs 2) 6 nos. 1 phase, 240V, 50 Hz, 5-60A tariff Energy Meters similar to i-credit 300 of M/s Secure make or equivalent.

Rooftop Solar PV MDB a) 40A MCCB 4 Pole, 25 kA, with extended rotary handle-1no. b) RYB indication lamp - 1 Set c) 40/5 A ratio, class-1, 5VA burden cast resin current transformer - 3 Nos. d) Multifunction meter, 3 phase 4 wire, CT sec. 5A, Class-1, flush mounting size 96x96 mm indicating V, I,F,PF,Power & Energy etc.-1 no.

TOTAL OF SECTION-B : MDB WORKS

SECTION-C: LT CABLES & END JOINTS :

L.T Cables: Supply, installation, testing & commissioning of 1.1 KV grade aluminium/ Cu stranded circular/ sector shape core conductor with XLPE insulation, extruded PVC inner sheathed, G.I flat strip/wire armoured, extruded FRLS grade antirodent & anti termite PVC (ST-2)outer sheathed cable conforming to IS : 1554 Part I / IS 7098 Part-I with latest amendments, fixed on wall/column/slab/false ceiling / existing cable tray/ existing hume pipe/trench/ shaft/pit/ on 5mm thick M.S. flat /GI spacer/angle/ support fixed with coach screws/grouted in wall/anchor fasteners 2mm. thick G.I. fabricated saddle, all fixing accessories, etc complete including painting of M.S spacers/angles and saddles or in ground , sand bedding, laying of baked bricks on side & top-, temporary reinstatement, back filling, dewatering, consolidation, disposal of excess earth within the radius of 500 m and making good to the original finish etc providing Al cable tag as per enclosed detailed specifications, drawings & as per instructions of the E-I-C & of the following sizes. Note:1) Excavation of earth shall be measured under Section-X Miscellaneous item. 2) Sealing of hume pipes with wooden bushes after cable laying shall be included in the scope of work. 3) Clamping of cables on trays including supply of clamping materials as per instruction of EIC shall be included in the scope of work.

3.5C X 185 Sq.mm Al conductor cable

3.5C x 50 Sq.mm Al. conductor cable

4C x 10 Sq.mm Al. conductor cable

3C x 2.5 sqmm Cu Conductor cable

LT Cables End Joints End jointing of following sizes of cable by crimping with supply of all jointing materials like solderless tinned copper cable socket, double compression brass cable glands, gland earthing, insulation tape, flux, duplicate interconnection between gland earthing strip & to the nearest earthing bus terminals as per the drawings, specifications and as per the instructions of the Engineer-in-charge.

3.5C X 185 Sq.mm Al conductor cable

3.5C x 50 Sq.mm Al. conductor cable

4C x 10 Sq.mm Al. conductor cable

3C x 2.5 sqmm Cu Conductor cable

TOTAL OF SECTION-C: LT CABLE WORKS

SECTION-D: Readymade Distribution Board : Supply, installation, testing & commissioning of following readymade distribution boards, double door, IP 42 degree protection complete with necessary, MCB isolators , MCBs, earth leakage circuit breaker (ELCB) etc including interconnections with appropriate capacity size of PVC insulated copper conductor wires (ISI marked),suitable for concealed mounting /wall mounting with MS frame work of 40 x 40 x 5 mm MS angle iron, with M.S. enclosure fabricated out of min 18 SWG /20SWG thick M.S. CRCA sheet as per manufacturers standard, with concealed hinged door, locking arrangement etc. including earthing clamps for both incoming & outgoing circuits, interconnections, per phase isolation kit as required,cable end box & wire way box if required, continuous copper earth wire in the wire way box with single/duplicate brass earthing terminals, danger board, name plate, flexible earthing for the door, metal treatment & powder coated painting, Phase Distribution drawing etc. all as per drawings (G.A. & fabrication drawing to be got approved), etc. relevant IS & instruction of Engineer-in-charge. Note: 1.MCBs (Type –C) shall be minimum 10 KA breaking capacity, as specified. 2. Blanking Plates shall be included in scope of work. 3. DB shall be of standard readymade type from approved manufacturers as indicated in preferred makes of material.

VTPN Emergency SMDB : 1) 100 A , FP MCCB - 1 No. 2) 63/40 A ,TP MCB -6 Nos. 3)25A DP MCB- 2 nos. 4) 12 way brass neutral link -- 2 set

ETPN DB : (DB 3 & 4) a) 40A FP MCB -- 1 No. b) 25A DP ELCB with 30mA sensitivity -- 3 nos c) 6-32A SP MCB -- 12 nos d) 8 way brass neutral link -- 4 set

SPDB : a) 40 A DP,30mA, RCBO - 1 no. b) 6 A -25 A SP MCB -- 8 nos c) 12 way brass neutral link -- 1 Set.

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

63A, 25 kA FP MCCB with 63A FP, 300mA ELCB (for lift machine)

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

TOTAL OF SECTION-D: Readymade Distribution Board :

SECTION -E: Point wiring and Submain wiring

Point wiring in PVC (HMS variety) conduits : Point wiring for light/ceiing fan/6A/ 16A/ socket outlet /6A outlet for exhaust fan , bell point etc. with 1.1 KV grade FRLS PVC insulated multistranded copper conductor wire(ISI marked), in existing floor raceway/25 to 40 mm dia High mechanical stress (HMS) rigid PVC conduit having ISI marked IS 9537 Part - 3, including fixing accessories & hardware concealed /exposed in slab/wall or on 5mm. thick G.I. spacers fixed with no. 10 nettle fold wood screws with nylon plug complete with all conduit accessories 0.9 mm G.I. Saddles, ready made MS switchboxes & socket outlet boxes of nominal 1.2 mm thickness , brass earthing stud 1/2 nos, controlling modular switches, sockets with moulded front plate and inner plate etc. including appropriate size of FRLS PVC insulated copper earth wire , brass/bakelite (straight / angular) lamp holders, 3 plate ceiling rose,6 A, connectors, painting etc. as per specifications and drawings and as per instructions of E-I-C and as detailed below : (sample switch Box etc. to be got approved before fabrication) Notes: 1. Connections shall be done with crimped type tinned copper lugs & washers. 2. All switches & socket outlets shall be as per preferred makes. 3. All sample boxes with accessories /luminaires shall be got approved from Department. 4. All 16 A socket outlets should be with 6 pin type 5. MS boxes other than switch boxes & socket outlet boxes shall be fabricated out of minimum 1.5mm thick MS sheet duly painted with red oxide primer & 2 coats of epoxy paint. 6. Minimum size of the FRLS insulated copper earth continuity wire shall be 2.5 sq.mm. 7. The colour shade of switches shall be white /off white. For socket outlet points/switchboards on normal power supply, the cover plate shall be white/off white colour, graphite grey (RAL 7024) or other shade as per instruction of EIC, for socket outlet points/switchboards on DG power supply. 8. The scope also includes supply of modular blanking plates where ever required. 9. The maximum permissible number of FRLS insulated wires through PVC/MS conduits shall be as per technical specifications 10. The point wiring shall generally be concealed type only, except in lift shaft/ Elect. Shaft/ Basement areas/ in RCC retaining wall/ in dry well/ above false ceiling & wherever concealed wiring is not feasible, as per instructions of E.I.C

Inside Hall :

Primary Light point with 2 nos. 1.5 sq.mm wires & 1 No. 2.5 sqmm earth wire with 6A switch

Secondary light point with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire looped to above item 1.1.1

3 nos.6A/10A/13A multistandard socket points with 2 nos of 2.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wires, looping with 1.5 sqmm + 2.5 sqmm wires (for earth) & independent 13A switches.

16 A 6 pin socket outlet point with 2.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire complete with 16 A switch in one box

Point wiring with 4 sq.mm wire and 2.5 sq.mm insulated earth wire complete with 25 A 3pin socket outlet with plug (Industrial Type) near split AC unit & 25A DP MCB at operating height on wall, in readymade powder coated MS CRCA box with MS cover and with necessary cutouts, interconnections earthing stud etc. MCB shall be with 10 KA breaking capacity.

Ceiling fan points with 1.5 sq.mm wires and with 2.5 sq.mm insulated earth wire complete with 6A, 240V, SP switch without regulator.

Common Area :

Primary Light point with 2 nos. 1.5 sq.mm wires & 1 No. 2.5 sqmm earth wire with 6A switch

Secondary light point with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire looped to above item 1.2.1

16 A 6 pin socket outlet point with 2.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire complete with 16 A switch in one box

6 A + 16 A (6 pin) socket outlet point with 2.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire & looping with 1.5 sqmm + 2.5 sqmm wires complete with independent 6A and 16 A SP switches in one box.

Point wiring for single phase exhaust fan with 1.5 sq.mm phase wires & 2.5 sqmm earth wire & with ceiling rose near exhaust fan & controlling 6 A , 240 V SP switch on nearest switchboard.

6A socket point on the ceiling with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wires & directly controlled from DB (For emergency lights on battery backup)

In Lift Shafts :

Primary point in lift shaft with 2 nos of 2.5 sq.mm wires alongwith 1 No. of 2.5 sq.mm insulated earth wire 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.

Secondary pts with 2.5 sq.mm wires same as item no. 1.3.1 above also looping is done from Item No. 1.3.1 above & as directed by E-I-C alongwith 1 no of 2.5 sq.mm insulated earth wires & 6A switch

Submain Wiring : Supply, installation testing & commissioning of 1100 V FRLS grade PVC insulated multistranded aluminium conductor wires of the following sizes with necessary leads at both sides in 25mm/ 32mm/ mm/40mm dia PVC(HMS) or MS conduit concealed in wall/beam/ slab/column or on surface of wall/beam/slab/ column on 5 mm thick G.I spacer and 20 SWG GI saddle, MS pull out boxes , junction boxes of suitable sizes as per site requirement, from MDB to individual DB including connection with copper lugs etc as per specifications and as per the instruction of Engineer-in-charge. Notes: 1. Connections shall be done with crimped type tinned copper lugs. 2. All embeded conduit junction boxes/pull boxes shall be covered by 18 SWG thick M S sheet covers painted white projecting atleast 5 mm around finished opening fixed to box with CSK machine screws.

2 nos. of 6 sq.mm & 1 no. of 4 sq mm copper wire in 40 mm dia PVC (HMS variety) or MS conduit 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.

TOTAL OF SECTION -E: Point wiring and Submain wiring

SECTION-F: 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. Notes: 1) Measurement of Earth resistance must be carried out as per instructions of EIC. 2) All type of excavation shall be measured under item no.5.0 of Section-X Miscellaneous item.

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. (Body-2, Solar-2, LPS-6) 1) Installation of earth rods including making pit/ drilling 150 mm dia, 3m deep 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. 3) Each earth electrode shall be provided with poly plastic inspection chamber with cover as per OEM standard.

Supply & installation of 50x6mm & 150 mm long tinned Cu equipotential bar inside concrete chamber (600 x 600 x 600 mm) as per instructions of EIC. Note: 1) The date of testing and earth resistance value shall be written on the cover with black base with yellow paint.

G.I / tinned Cu earth wire/earth strip fixed on wall/side of trench/slab /column /beam/ shaft connection to panel/DBs/SFU's etc. with 5mm thick G.I. Spacers & 2mm thick G.I. Saddle or in ground at 500 mm below with earth enhancing material surrounding the strip, including excavation in ground, refilling & removal of excess earth within a radius of 500 m, temporary instatement & back filling of trench, consolidation, painting with two coats of black bituminous paint for earth wire/ strip in ground & green enamel paint for earth wire /strip on surface etc.

25 X 6 mm tinned copper strip

25 X 3 mm tinned copper strip

8 SWG tinned Cu earth wire

TOTAL OF SECTION-F: MAINTENANCE FREE EARTHING SYSTEM

SECTION-G: TELEPHONE SYSTEM

Telephone Point Wiring: Point wiring with 4 pair CAT-6 wires copper conductor PVC insulated, in 25-40 mm dia rigid PVC conduit (HMS variety - ISI marked,conforming to IS 9537 Part-III) concealed in slab /wall or surface with 5mm thick G.I.spacer & 20 SWG GI Saddle fixed with nylon plug, wood screws etc. complete with all conduit accessories suitable MS pull boxes of suitable sizes as per site condition wherever required M.S. telephone point accessories boxes fabricated out of min 18 SWG/20 SWG thick CRCA sheet zinc passivated , brass earthing studs 1/ 2 nos., RJ-11 telephone socket outlets with shutter ferrule numbers on both side of the circuits all terminations with ferrule /lugs if required, labelling all as per drawing specifications & as per instructions of E-I-C. Notes: 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. 2. G.A drawings & fabrications drawing are to be got approved from E-I.C.

Point wiring for telephone point with 4 pair CAT-6 wire with RJ 11 jack type socket with shutter in a box with connector

Secondary Telephone extension Point (Jaco Point) looped to above item with 4 pair CAT-6 wire and with RJ 11 jack type socket with shutter in a box with connector

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. Notes: 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.

20 pair telephone tag box : A set consisting of : 1)Disconnection module 2 /10 --> 2 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.

Telephone cables & end joints. Supply, installation, testing & commissioning of jelly filled telephone cable with copper conductor, PE insulated, cores twisted, G.I. wire/strip armoured, PVC sheathed cable fixed on wall/ column / slab on 5mm. thick GI spacer/MS flat support fixed with wood screws with 20 SWG GI saddle etc all fixing accessories and as directed by E-I-C.

0.5 mm dia 20 pair Telephone cable

End jointing of Telephone cable with all jointing materials like cable gland, ferrule lugs, ferrule numbers, wire dressing clamps/button tapes, etc. complete including all jointing materials and with necessary special tool kit for KRONE type connector and as directed by E-I-C.

0.5 mm dia 20 pair Telephone cable

TOTAL OF SECTION-G: TELEPHONE SYSTEM

SECTION-H: LAN SYSTEM

LAN System : Supply, instalaltion, testing & commissioning of local area network system comprising of passive components like CAT-6 UTP or improved data cable, information oulet with RJ-45 connections , enclsoures for data outlets with face plates concealed, patch panels, cable managers, LIU, OFC, splicing, 19" mounting racks , power panels in racks , cooling fans in racks, flexible G.I pipe, PVC conduit HMS variety conforming to IS 9537 Part-III etc., complete with labeling/identification on the cable , outlets, patch panels etc. complete in all respect as required as per standards, drawings, specifications and instructions of E-I-C. Notes: 1. LAN work shall be done by a specialised agency in the field. Credentials of the agency through which the bidder proposes to execute the LAN work to be submitted post W.O. 2. Evaluation of the proposed agency to execute the LAN work shall be carried out seperately by the Department. 3. Active components i.e switches etc are not in the scope of the agency and shall be executed by the users seperately. Agency shall extend full co-operation to the agency / users executing the balance work which is not in the scope of this tender. 4. Scope includes termination of cables at both ends with all accessories and installation/mounting of 19" racks with all accessories like angle iron frame work etc without any extra cost to the Department. 5. All LAN passive components shall be of same make.

Point Wiring :(Wifi and CCTV points): Point wiring in MS/PVC conduit HMS variety of size 25-40 mm dia ISI mark concealed in slab/column/beam/surface wherever required complete with bends, T/ Cross, junction box with all accessories with RJ-45 shuttered socket outlets (modular) concealed / surface in wall/column/ wherever required with all accessories including label holder, face plate, factory made zinc passivated box, screws etc terminated at one end at patch panel at respective floor at the other end in outlet with an extra loop length of approx 2 m at patch panel, ferrule numbers on both side, all terminations as per standards, drawing, specifications and as per instructions of E-I-C. Notes: 1. Patch panel shall be measured seperately. 2. Colour of the outlet and facia plate shall be matching with electrical switches and sockets with the approval of E-I-C.

Patch Panels: Supply, installation , testing & commissiong of 24 port, 19" rackmountable patch panel equiped with RJ-45 receptive female, CAT-6 UTP or better compatible to cat-6 cable and cable managers complete as required as per instructions of E-I-C.

LAN Racks: Supply, installation, testing & commissioning of double section 19" wall mounted pivoting type, 15 U height & 600 mm depth rack having safety glass door & with standard accessories, including power supply panel, fans, cable manager, full cable entry plate with brush at top & bottom etc. complete as required & as per instructions of EIC.

CAT-6 Cable : Supply, installation, testing & commissioning of CAT-6 UTP cable in 25mm dia MS/PVC (HMS variety) conduit on 5mm. thick G.I. spacers fixed with no. 10 nettle fold wood screws with nylon plug complete with all conduit accessories 20 SWG G.I. Saddles etc. for uplinking between patch panels, as required, including termination including end termination at both ends complete with all accessories all as required & as per instruction of EIC.

TOTAL OF SECTION-H: LAN SYSTEM

SECTION -I: FIRE ALARM SYSTEM

Fire Alarm system (FAS) Design,supply,installation,testing & commissioning of analogue addressable type fire alarm system as per relevant Indian Standard specifications and conforming with relevant specifications of fire authorities of local Municipal Corporation, and as directed by E-I-C and consisting of the following: Notes: 1) The work shall be carried out by licensed agency complying Maharashtra Fire prevention & Life safety measures Act 2006 with latest amendments. 2)Scope includes submission of factory test report of detectors,break glass and hooters and main panel and final inspection at site. 3)Make of all the components of FAS shall be same as existing FAS i.e. Honeywell ESSER. 4) The Panel shall be suitable for networking using open technologies such as TCP/IP, Rs 485,modbus.

Multisensor Detectors :. Supply ,installation,testing & commissioning of Intelligent addressable smoke detector unit working on multisensor detection technology with optical , heat detector sensor with inbuilt fault isolator complete with base of Honeywell Esser make cat no. 802374 + 805590

Manual Call Point : Supply ,installation,testing & commissioning of dust and vermin proof Addressable Manual Call Point, break glass/pull station (square type/round type suitable for wall mounting surface/concealed) having painted/engraved/ embossed as “IN CASE OF FIRE, BREAK GLASS” on it, small hammer fixed with chain (in case of break glass), painting and other accessories of Honeywell Esser make cat no. 804905 + 704900

Loop powered Sounder : Supply ,installation,testing & commissioning of Wall Mounting Alarm Intelligent loop powered sounder of Honeywell Esser make cat no. 807206

Response Indicator : Supply ,installation,testing & commissioning of Response indicator of Honeywell Esser make cat no. 781814 suitable for connecting in parallel to the multisensor & wall mounting type with provision of 25mm dia conduit entries, painting & other materials as complete as per specifications & of E-I-C.

Supply ,installation,testing & commissioning of extension module of M/s Honeywell Esser make part no. 772478 suitable for use in existing IQ8 series Fire alarm Panels including interconnecting cables etc. as per instructions of EIC.

Supply ,installation,testing & commissioning of analog loop module powered loop of M/s Honeywell Esser make part no. 804382.D0 suitable for use in existing IQ8 series Fire alarm Panels including interconnecting cables etc. as per instructions of EIC.

Wiring for Fire Alarm System : Wiring with 2 nos. 1.5 sqmm FRLS-PVC insulated Shielded twisted pair copper cable/wires in 25mm dia concealed/surface MS/PVC conduit (HMS variety) including cost of cutting and filling chases for concealed conduit/ cost of saddles etc. for surface conduit as required and including the cost of crimped termination’s as required, complete as per instructions of E-I-C.

External FA System Cabling : Supply, installation,testing & commissioning of 2C x 1.5 sqmm shielded twisted pair Cu cable with G.I. wire/strip amoured, PVC sheathed cable fixed on wall/ column / slab on 5mm. thick GI spacer/MS flat support fixed with wood screws with 20 SWG GI saddle etc all fixing accessories or in existing HDPE pipe/ PVC mini trunking etc. as per instructions of EIC.

TOTAL OF SECTION -I: FIRE ALARM SYSTEM

SECTION-J: MISCELLANEOUS ITEMS :

CABLE TRAYS AND CABLE MANAGEMENT SYSTEM : Supplying and fixing following sizes of GI wire mesh 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.

150mm width x 50 mm depth

M. S. Boxes : Fabrication, supply and installation of M.S. boxes with 2 coats of primer & 2 coats of enamel / PU paint as per instructions of EIC.

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

In all soil other than soft and hard rock

In soft rock

In hard rock by chiselling or by using machine such as poclain with jack hammer etc.

Supply & installation of 250 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, installation of GI pipe of B class sleeves in beams/column/slab for passing electrical cables/conduit as per instruction of E-I-C.

80 mm dia

150 mm dia

Blank PVC (HMS) Conduits : Supply & installation of high mechanical stress (HMS) rigid PVC conduit having ISI marked IS 9537 Part - 3, including fixing accessories & hardware concealed /exposed in slab/wall or on 5mm. thick G.I. spacers fixed with no. 10 nettle fold wood screws with nylon plug complete with all conduit accessories 20 SWG G.I. Saddles, MS/PVC pull out boxes, MS/PVC junction boxes, couplers, bends binding wires etc. as per site condition & as per instructions of E-I-C and of following sizes :-

25 mm dia

32 mm dia

Flexible steel Conduit : Supply, installation, testing & commissioning of 25mm and 50mm liquid tight, FRLS , PVC coated Flexible Galvanised Steel conduit made up of helical coil of self interlocked ribbed stripes of Galvanised steel complete with necessary for rooftop solar PV system :

25mm conduit fixed to wall / slab / column / beam with 2mm thick GI saddle & 4-5 mm thick GI Spacer

50mm conduit fixed to wall / slab / column / beam with 2mm thick GI saddle & 4-5 mm thick GI Spacer

25mm on rooftop surface , laid along with earthing strip & clamped with earthing strip at every 200mm using 14 SWG GI wire.

50mm on rooftop surface , laid along with earthing strip & clamped with earthing strip at every 200mm using 14 SWG GI wire.

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, hump pipes & where ever required & as per instruction of EIC.

Supply & laying of 50/42 mm OD/ID self lubricated HDPE pipes in ground at depth of 600 mm including cutting of existing footpath,road etc, sand bedding,laying of warning tape on top,temporary reinstatement.back filling ,dewatering if necessary consolidation,disposal of excess earth with in the radius of 500 m etc. or fixed on wall/column/slab with 5mm thick M.S. flat /GI spacer/angle/ support fixed with coach screws/ grouted in wall/anchor fasteners 2mm thick G.I. fabricated saddle, all fixing accessories, etc complete including painting of M.S spacers/angles all as per the attached work specification and instructions of EIC. Note: 1) The scope of work includes HDPE pipe accessories such as couplers, cable end plugs, cable sealing plugs etc.

In ground

On wall/ slab/ column/false ceiling/existing cable tray/existing hume pipe/trench/shaft/pit etc

PVC trunking system : Supply, installation, testing & commissioning of 80 x 50 mm PVC trunking with flexible cover of 65mm width of M/s Legrand make, suitable for mounting on wall as per instructions of EIC . Note: All the accessories like Internal, Flat & external angles, VDI accessories for internal, Flat & external angles, end caps, joint covers, cable tie base etc. suitable for 80 x 50 mm PVC trunking shall be included in the scope of work.

Insulating Mat : Supply and fixing in position of 'A' class ELASTOMER' insulating mat for protection to operators for working 'voltages upto 3.3 KV as per IS 15652 - 2006 of size 1000 mm (W) as per instructions of EIC.

Providing and fixing danger plates made of mild steel 200x150mm atleast 2 mm thick & vitreous enameled white on both sides and with inscriptions "Medium Voltage" in single red colour on front side as required.

Supply & fixing of rigid self adhesive photoluminescent AUTOGLO sheet for indoor of different sizes & signage’s as per instruction of EIC.

Dismantling of existing luminaires, ceiling fans after disconnection and depositing in DCSEM Stores at Anushaktinagar as per instructions of EIC. (approx. nos. of lumiaires -200 nos. & fans- 50 nos.)

Disconnection of existing LT cable (3.5C x 185 sqmm Al) from existing LT Panel incomer end and re-terminating in new proposed LT Panel incomer in same Electrical room as per instructions of EIC.

TOTAL OF SECTION-J: MISCELLANEOUS ITEMS :

SECTION-K: LED Luminaire, Ceiling fan, Exhaust fans etc.

Supply, installation, testing & commissioning of LED luminaires complete with accessories etc on surface of slab/beam by 2 nos (minimum) of 6 mm anchor fasteners or on wall with 2 nos of wood screws, nylon plug etc., suitable supporting frame fixed with rag bolts grouted on the wall/anchor fastener on the beam/on the column & other fixing accessories etc provision & connection with 1.5 sq.mm multistranded copper conductor FRLS PVC wires etc., all as per drawing, specifications & as per the instruction of E.I.C. Notes: 1) Sample luminaire/fittings shall be got approved from Dept with complete technical data. 2) All luminairess shall be with drivers. 3) Cost of mounting accessories shall be included in luminaires cost. 4) The lumen output indicated is minimum system output of luminaire. 5) No negative tolerance is allowed on minimum system performance parameters indicated in the SOQ and specifications. 6) The CCT of the luminaire shall be decided at time of work execution.

Surface mounted LED luminaire 2000 lumen output similar to M/S Signify make cat no: BN308C LED 20S PSU 'EnduraLED'or eq. approved

Surface mounted LED luminaire 4000 lumen output similar to M/S Signify make cat no: BN308C LED 40S PSU 'EnduraLED'or eq. approved

Surface mounted LED luminaire 2000 lumen output similar to M/S Signify make cat no: SM251 LED 20S PSU 'Sleek Surface' or eq. approved

LED surface mounted bulkhead luminaire fitting having600 lumen output similar to M/s Signify cat no. WT202 W LED 6S PSU 'EnduraLED bulkhead' or equivalent approved.

Surface mounted LED luminaire 1500 lumen output similar to M/S Signify make cat no: SM200 LED 16S PSU 'Cirrus mini' or eq. approved

Emergency Luminaire : LED egress surface/recess, maintained type luminaire (double side viewing) in corridor near staircase with 1 hour backup similar to PEL LED E/M of M/s Prolite with all required hardware, egress symbols etc as per instructions of EIC.

Exhaust fans: Supply, installation, testing & commissioning of 300mm dia size of exhaust/supply fans , single phase complete with blades, motor, scope includes supply of 3C copper 2.5 sq.mm. flexible chord of suitable length upto Ceiling rose near exhaust fan, aluminium louvers shutters, rag bolt/Anchor fasterner suitable MS angle iron frame made of 45 x 45 x 5 mm , 4 corners covered with 2 mm thick MS sheet to form suitable circular opening with necessary fixing arrangement, angled cowl with wire mesh as per specification, drawing as directed by E.I.C.

Ceiling Fans : Supply, installation, testing & comissioning of following Brushless DC (BLDC) ceiling fans with double ball bearing with following length downrod, canopies, shackles, blades with safety cable suspension (Secondary support safety cable) white colour with all accessories including continous earthing and final connection with 24/0.2 mm dia copper conductor 2/3 core twisted PVC flexible wire etc. Note: BLDC Fan should be as per technical specifications & testing conforming to IS 374/79 with latest amendments all as per specifications & instructions of E-I-C.

1200 mm sweep with GI down rod of varying lenghts from min 260 mm to 1000 mm as per location & instructions of E-I-C.

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 nominal 12 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 No.: CED/EM /STD/11 R4 & instruction of Engineer-in-charge (Sample box with cover to be got approved before fabrication including the fabricator)

TOTAL OF SECTION-K: LED Luminaire, Ceiling fan, Exhaust fans etc.

SECTION-L : ROOFTOP SOLAR PV SYSTEM

Solar PV plant system package: Design, Supply, instalation, testing and commissioning of solar PV based plant comprising each of Mono- crystalline Solar Photo Voltaic Modules connected in series to form strings and various strings connected in parallel to form aarray to generate DC power complete with solar inverter having built in MPPT's , all interconnecting solar copper DC cables with suitable connectors (module to module and upto array junction box and inverter), seperate array junction box having suitable 1000V, DC fuses, DC swich-disconnectors and required no. of surge protection devices, including providing 1.1KV grade XLPE insulated, PVC inner sheathed, G.I. strip armoured, FRLS PVC outer sheathed copper conductor cable between inverter and Solar PV MDB, termination with suitable glands and lugs etc. complete in all respects as per the detailed technical specifications and instruction of EIC & of the following capacities: Note: The bunch of DC cables from different strings shall be laid suitably in liquid tight flexible PVC coated galvanised steel conduit between grids of PV modules, from grid array juncton box and array junction box to inverter. The quantity of conduit is measure seperately under miscellaneout item

Min. 10 kWp Solar PV system with 20 kWp input rated solar inverter

PV Module mounting structure items Design, Fabrication,Supply, installation, testing and commissioning of completely modular GI mounting structure on rooftop for base structure for PV panel mounting, fabricated with hot dip galvanized MS channel and angels of different sizes for module mounting/fixing complete in all respects as per tender specification and as instructed by EIC

Supply, installation, testing and commissioning of Stainless steel (SS304) bolts & nuts of appropriate size with spring type washers for mounting the Solar module on GI mounting structure to bear the loading of PV modules

Supply, casting, installation of rectangular cement concrete blocks of suitable weight & suitable dimension with M20 grade PCC for dead weight support for Solar PV array structure as per tender specification & as instructed by EIC

TOTAL OF SECTION-L : ROOFTOP SOLAR PV SYSTEM

TOTAL OF SECTION-M: Goods cum Passenger Elevator :

Description of Work / Item(s)

Amount

ABSTRACT OF PART-IV

Part IV : FIRE FIGHTING WORKS

Part-A : Fire Fighting Works

PART B : Electrical Works contingent to Fire fighting works

Description of Work / Item(s)

Amount

Part IV : Part-A : FIRE FIGHTING WORKS

Dismantling, Modification, and Installtion of Terrace Pumping System Modification, installation, testing & commissioning of Motor driven Centrifugal Horizontal Pump Set for fire fighting system from 1st floor terrace to 2nd Floor Terrace including the following accessories as per instructions of EIC: 1. Pump Set of capacity 450 LPM and 35 M Head - 1 No. 2. Gate Valves of 100 mm dia- 2 Nos. 3. NRV of 100 mm dia. - 1 No. 4. Pressure Guage: - 1 No. 5. Cables, Starter Panel, weather proof cover, other accessories etc. 6. Breaking of Existing pump foundation and clearing the resulting debris. NB: 1) The cost of Dismantling, modification and Installing back of all the items mentioned above are to be included under this item and no extra payment shall be made.

G.I. Pipes: Supply, installation, testing and commissioning of Heavy Duty, "C" Class GI pipes of following sizes conforming to IS-1239 along with all necessary fittings, flanges, jointing (screwed / welded / flanged etc.) and required supports with two coats of paint as per color code of the piping systems over two coats of red oxide primer, including all hardware, complete in all respects as per specifications and as instructed by Engineer-In-Charge. NB : 1) The pipe line shall be measured along the centre line.

100 mm dia.

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 neoprene gaskets, nut bolts, hardware, flange joint etc. as shown in the drawings, as per specifications and as instructed by Engineer-In-Charge.

100 mm dia.

HYDRANT LANDING VALVE Supply, installation, testing & commissioning of Single / Double 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 primer, all as per specification and as instructed by Engineer-In-Charge.

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 or as appropriate for accomodating 2 nos. of hose pipes (measured & paid separately 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 nuts, 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 gun metal / 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(For Hydrants, Landing Valve): 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 hose type B conforming to IS:636 all with ISI marks as required and of approved make and of 63 mm dia & 15 mtrs length, fitted with male and female SS coupling conforming to IS:903, ISI marks with guaranteed bursting 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 pipes.

Pressure Guages: Supply, installation testing and commisioning of pressure gauges of SS material with dial not less than 150 mm dia of appropriate range 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 Valve: Providing and fixing 20/25/40/50 mm dia (dia shall be as applicable as per relevant IS code) (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.

Orifice Plate: Design, supply 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. 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, complete all as per specification, drawings & as directed by E.I.C.

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.

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 per standard specifications and as instructed by Engineer-In-Charge.

Fire Extinguisher:

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.

Foundation For Pump: Providing and laying Design-Mix Reinforced Cement Concrete foundation (design and drawing to be provided by contractor) for fire fighting pump 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.

TOTAL OF PART -A: FIRE FIGHTING WORKS

PART - B : Electrical Works contingent to firefighting works

M.V.Cables: Supply, installation, testing & commissioning of 1.1 KV grade XLPE insulated, inner sheath PVC tapped, extruded FRLS PVC outer sheath, GI strip / wire armoured, multistranded Aluminium / copper conductor power cable conforming to IS : 1554 part I/IS 7098 part-1 with upto date amendments, fixed on wall/column/slab/false ceiling or in existing hume pipe/trench/ shaft/pit/ on 5mm thick M.S. flat /GI spacer/angle/ support fixed with coach screws/grouted in wall/anchor fasteners 2mm. thick G.I. Fabricated saddle, all fixing accessories, etc complete including painting of M.S spacers/angles and saddles all complete as per enclosed detailed specifications, drawings & as per instructions of the E-I-C & of the following sizes. The space between the two support shall be 600mm. approx.

4 C x 6 sq.mm copper conductor cable (On Wall / Trench / Cable tray)

3 C x 4 sq.mm copper conductor cable (On Wall / Trench / Cable tray)

End Joints: End jointing of following sizes of cable by crimping with supply of all jointing materials like solderless tinned copper cable socket, cable glands, gland earthing, insulation tape, flux, duplicate interconnection between gland earthing strip & to the nearest earthing bus terminals as per the drawings, specifications and as per the instructions of the Engineer-in-charge.

4C X 6 sq.mm. copper conductor cable

3 C x 4 sq.mm copper conductor cable

Control Cable: Supply, installation, testing & commissioning of 1.1 KV grade multicore copper solid / stranded conductor of following sizes, PVC insulated, FRLS PVC outer sheathed armoured cable between various sensors and starter etc. on existing cable tray/surface on 5mm thick M.S. flat /GI spacer/angle/support fixed with coach screws/grouted in wall/anchor fasteners 2mm. thick G.I. Fabricated saddle, all fixing accessories, etc complete including painting of M.S spacers/angles and saddles etc. providing brass cable number tag as per enclosed detailed specifications, drawings & as per instructions of the E-I-C. The scope also includes end connections at both ends with glands etc. as required. 3 C x 2.5 sq.mm

Earthing System: 4 SWG GI strip/wire fixed to wall/side of trench/ slab/column/beam/shaft with 5mm thick G.I spacers & GI saddles or on existing cable tray etc.

TOTAL OF PART - B : Electrical works

ANUBHAV ENGINEERING COMPANY

UCC INFRASTRUCTURE PVT LTD

KALPANA STRUCT CON PVT LTD

UCC INFRASTRUCTURE PVT LTD

KALPANA STRUCT CON PVT LTD

UCC INFRASTRUCTURE PVT LTD

ANUBHAV ENGINEERING COMPANY

UCC INFRASTRUCTURE PVT LTD

ANUBHAV ENGINEERING COMPANY

UCC INFRASTRUCTURE PVT LTD

ANUBHAV ENGINEERING COMPANY

UCC INFRASTRUCTURE PVT LTD

ANUBHAV ENGINEERING COMPANY

UCC INFRASTRUCTURE PVT LTD

KALPANA STRUCT CON PVT LTD

ANUBHAV ENGINEERING COMPANY

KALPANA STRUCT CON PVT LTD

ANUBHAV ENGINEERING COMPANY