Construction of ITER India Office Building at IPR Campus, Bhat Village, Gandhinagar, Gujarat- 382428.

Amount

ABSTRACT OF COST

PART - I : CIVIL WORKS

PART - II : PUBLIC HEALTH ENGINEERING WORKS

PART - III : ELECTRICAL WORKS

PART - IV : HVAC WORKS

PART - V : FIRE FIGHTING WORKS

Description of Work / Item(s)

Amount

ABSTRACT OF PART - V : FIRE FIGHTING WORKS

PART - V : FIRE FIGHTING WORKS

Description of Work / Item(s)

Amount

PART - V : FIRE FIGHTING WORKS

PART V-A : Fire fighting & Domestic pumps & associated piping

MOTOR DRIVEN FIRE FIGHTING PUMPS Design, supply, installation, testing & commissioning of Motor driven Centrifugal Horizontal split case Pump Set for fire fighting system with a flow capacity of 2280 LPM and total head of 88 m, with CI casing, standard fittings, bronze impeller, mechanical seal, along with all accessories, suitably rated TEFC squirrel cage energy efficient induction motor (IE - 3 as per IS 12615 : 2011) as electrical drive with synchronous speed not exceeding 1500 rpm, Class-F insulation, IP-55 rated to operate at 415 V+/- 10% , 50 Hz+/- 3% , 3 phase AC Supply, including supply of MS common base plate frame and installing pump and motor on it along with foundation bolts, coupling guard,anti vibration pads and other accessories etc complete as per specifications, drawings and instructions of E-I-C. The pump offered shall be of fire fighting duty and its characteristics shall be as per TAC and also as per IS 12469-1988 or its latest edition. Cost of all the items, accessories, tools and tackles, packing etc required to put pumping system into service.

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

i) 450 LPM at 35 m head NB: 1) The cost of all the items mentioned above are to be included under this item and no extra payment shall be made. 2) The sketch/ drg of weather proof cover is to be got approved by E-I-C before fabrication of the same.

JOCKEY PUMP Design, Supply, installation, testing & commissioning of Motor driven Centrifugal horizontal split case / End suction Jockey Pump Set for fire fighting system with a flow capacity of 180 lpm and total head of 88 m, with CI casing, standard fittings, bronze impeller, along with all accessories, suitably rated squirrel cage induction motor energy efficient (IE - 3 as per IS 12615 : 2011) as electrical drive with synchronous speed not exceeding 3000 rpm, Class-F insulation, IP-55 rated to operate at 415 V+/- 10% , 50 Hz+/- 3% , 3 phase AC supply, including supply of MS common base plate frame and installing pump and motor on it, alongwith foundation bolts, coupling guard,anti vibration pads and other accessories etc complete as per specifications, drawings and instructions of E-I-C.The pump offered shall be of fire fighting duty and its characteristics shall be as per TAC and also as per IS 12469-1988 or its latest edition. Cost of all the items, accessories, tools and tackles, packing etc required to put pumping system into service shall also be included in rates quoted by the bidders.

DIESEL ENGINE DRIVEN MAIN FF PUMPS Design, supply, installation, testing & of commissioning of Diesel Engine driven Centrifugal horizontal split case Pump Set for fire fighting system with a flow capacity of 2280 LPM and total head of 88 m, with CI casing, standard fittings, bronze impeller, mechanical seal, along with all accessories, suitably rated water cooled Deisel Engine with radiator and fan, having aprox. speed of 1500 rpm, along with starting batteries, including supply of MS common base plate frame and installing pump and engine on it along with foundation bolts, coupling guard, anti vibration pads, standard diesel tank fabricated out of 3 mm thick MS CRCA sheets of capacity 990 litres with proper MS frame supports and heavy class GI fuel pipe (approximately 30 m) laid upto engine, exhaust piping and cladding including supply of bends based on site requirement. Supply of the required first charge of lubricants, fuel, distilled water for battery and other consumables related to diesel engine shall be included. The pump offered shall be of fire fighting duty and its characteristics shall be as per TAC and also as per IS 12469-1988 or its latest edition. The entire job shall be carried out as per relevant standards, specifications and drawings, site conditions and as per instructions of E-I-C. Cost of all the items accessories, tools and tackles, packings etc requiredto put pumping system into service shall also be included in rates quoted by the bidders.

SUBMERSIBLE DEWATERING PUMP Design, supply, installation, testing & commissioning of Submersible dewatering Pump Set to give a discharge of 50 Lpm and total head of 9.5 m & 3 phase, 415 v, AC, continuous rated squirrel cage induction motor with class-B insulation, with 40 mm dia outlet GM gate valve, GI delivery pipe of 40 mm dia (Heavy class), with necessary fittings, flanges, jointing, supports & painting etc. complete in all respects and as directed by EIC.

AIR CUSHION TANK Design, Supply and erection of air cushion tank (material IS 2062/2002) with air release valve, drain valve, gate valve, provision for pressure switches, pressure guages etc. inside the pump house including making inlet and outlet connection with MS pipe of required length from discharge header to air cushion tank, fixing properly and securing the same to the base etc. complete in all respect having painting including two coats of approved paint over a coat of primer. The tank shall be fabricated out of 8 mm thick M.S. sheet, shall be of cylindrical shape with 300 mm dia. and 1.5 m height. The tank shall be installed on suitable vertical legs. The legs shall be provided with M.S. plate of size 75 mm x 75 mm x 5 mm at the bottom. The legs shall be grouted in cement concrete foundation. Flange connection shall be provided for connection with discharge header. The fabrication drawings of the tank shall be submitted to EIC and got approved by the department before fabrication.

M.S. Seamless Pipes: Supply, Installation of MS seamless pipe of following nominal sizes and wall thickness and conforming to ASTM A-106 Grade-B and testing at site with clean & potable water a pressure of 1.5 times of operating pressure for 120 minute duration and rectification of leaky joints after laying at site with all necessary specials/fittings, Mechanical/ flanged/ welded joints, Flanged/welded joints with various GI Pipes, elbows, Tees, Bends, Reducers, Collars, Nut & Bolts, jointing including painting with two coats of anti corrosion post office red paints over two coats of red oxide primer (for laying above ground) and including wrapping with 4 mm thick PYPKOTE insulation with adhesive coat in an approved manner as per the specifications and to correct alignment and levels including all hardware in including the testing the specials/ joints hydraulically for the pressure & duration and rectification of leaky joints as specified all as per drawings, specifications and instruction of E.I.C. Cost of all the items, accessories, fittings, tools and tackles, packing etc required to put pumping system into service shall also be included in rates quoted by bidders.

200 mm dia. (Above Ground)

150 mm dia. (Above Ground)

150 mm dia.(Below Ground)

G.I. Pipes: Supply, installation, testing and commissioning of Heavy Duty, "C" Class GI pipes of following sizes confirming 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.

150 mm dia.

100 mm dia.

80 mm dia.

65 mm dia.

50 mm dia.

40 mm dia.

32 mm dia.

25 mm dia.

NB : 1) The pipe line shall be measured along the centre line. NB: 2) Any Core cut if required for laying the pipes shall be included in above cost, no extra payment will be made for the same

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 non rising stem conforming to IS-14846 with all necessary fittings like flanges, neoprene gaskets, nut bolts, hardware, flanges, neoprene gaskets, nut bolts, hardware, flange joint etc. as shown in the drawings and as per specifications and as instructed by Engineer-In-Charge.

200 mm dia.

150 mm dia.

100 mm dia.

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

50 mm dia.

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

150 mm dia.

100 mm dia.

PRESSURE SWITCHES Supply, installation, testing & commissioning of suitable Pressure switches on air cushion tank, with a range of 0 -20 Kg/sqcm with low & high set points conforming to relevant IS, specifications, complete in all respects as required & as per instructions of EIC.

PRESSURE RELEASE VALVES Supply, installation and testing of suitable Pressure release valve of 50 mm dia, of CI body, with pressure setting range 7-15 kg/sqcm, on top of Air Vessel, complete in all respect as required & as per instructions of EIC.

Alarm Valve: Supplying, erecting and fixing in position 150mm dia Fire sprinkler Alarm valve HD / TYCO make with inlet and outlet connections pressure gauges etc complete as per the given drawings, specifications or instruction of the EIC.

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

External Hydrant:Supply, Installation, testing & commisioning of Single Outlet Hydrant valve of oblique Morris pattern Stainless Steel (SS-304) landing valve with C.I./ S.S. hand wheel, SS blank cap, detachable stainless steel female coupling, confirming to IS-5290/5041 having instantaneous coupling having 63 mm dia. SS blank cap and chain confirming to IS 901 to suit the hosepipes, including nuts, bolts, washers, gaskets, with necessary fittings like tee, bend etc, testing the unit, painting the Hydrant valve with 2 coats of red paint over a coat of Zinc reached primer, all as per specifications and as directed by E-I-C.

Siamese Connections:

2-Way Siamese Connection: Supply, installation, testing & commissioning of Siamese connections having two numbers of 63 mm diameter G.M/SS inlet (instantaneous male coupling) along with one number 100 mm diameter C.I. double flange non return valve of rating PN 1.6 conforming to IS 5312 with G,.M working parts, and fittings all connected to 100 mm diameter GI pipe with necessary fittings including blank caps, flanges and joints, welding etc. and supplying and fixing of inlet housing box made out of 14 gauge M.S Sheet with angle and frame of suitable size and painting with two coats of synthetic enamel paint over a coat of approved primer over pipes and housing box and white enamel paint inside housing box complete in all respects 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 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 appropriate for accomodating 02 nos. of hose pipes (measured & paid seperately under relevent SOQ item) and SS-304 branch pipe with nozzle. The box shall have front glass door lock with angle iron frame. The hose pipe box shall be fixed with Hilti make Anchor Fastner on the wall or nut bolts (in case of stand in open space) as shown in the drawing and as directed by EIC. The MS box shall be painted with two coats of signal red enamel paint from outside and white enamel paint from inside. The scope also includes supplying of 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: 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 confirming 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 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.

Fire Extinguisher:

Proividing & fixing of Dry Chemical Powder (ABC) type fire extinguisher of 06 Kg capacity either portable or trolley mounted as per approved make fitted with pressure indicating gauge, internal tube, squeeze lever type valve fully charged with ABC powder (Mono Ammonium Phosphate) pressured by Nitrogen complete in all respects including wall suspension bracket and conforming to IS 15683-2006. The Fire extinguisher shall be supplied and placed without any damage, scratches and loss of accessories as per specifications and as instructed by Engineer-In-Charge.

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

Fire Bucket: Supply and placing of fire sand bucket filled with dry and clean sand to be kept on floor or wall hook confirming to IS 2546. The fire bucket shall be galvanized mild steel of 9 litres capacity. The bucket shall be provided and placed as per instruction of EIC.

Bucket Stand: Providing floor mounting stand for keeping 2 Nos. of FIRE buckets of 1000mm in length, 900mm in height, frame made out of 30x30x4 mm M.S. angle, rectangular bottom frame with cross supports for legs, suitable G.I. pipe shall be welded on the top end of of legs with 2 hooks on GI pipe for sand buckets and duly painted with one coat of red oxide and two coats of black paint all complete as per the given drawing, specifications or instruction of Engineer-In-Charge (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.

Ordinary soil

Soft Rock

Hard Rock

Valve Chamber: Construction of brick masonary valve chambers of following sizes comprising of 230 mm thick brick masonry in cement mortar 1:4 over a bed of 150 mm thick cement concrete of grade M-15 for foundation with 150 mm offset all round, including providing and fixing C.I. steps / foot rests / rungs each weighing not less than 5 Kg. first step at 450 mm from top of cover, remaining @ 300 mm centre to centre staggered with 380 mm spacing, painting etc. racking out joints & plastering in cement mortar 1:3, 20 mm thick both on internal and external surfaces, internal surfaces finished smooth with a floating coat of neat cement, providing 100 mm thick RCC slab casted in M.S. angle box frame (Galvanised) of 25 mm x 25 mm x 4 mm size in three equal pieces with reinforcement weighing not less than 100 kg/cu.m, fabricated M.S. angle all around & M.S. galvanised flat stiffners including formwork as per drawing etc. complete with lifting hooks at top, providing and fixing C.I. circular surface box weighing not less than 14 kg. over the RCC slab for key rod operation, painting all as per specifications and directions of EIC including dewatering the pit, if required till completion of the work.

1.2 m width x 1.2 m length x 1.2 m depth

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

ROAD CUTTING & RE-SURFACING

Cutting the existing asphalt road and demolishing WBM or BBM including rubble soling if any for providing services and making good the same after the work is satisfactorily completed, including relaying of soling doing water bound macadam, bituminous bound macadam road providing and laying 50 mm thick asphaltic layer etc, complete as directed by EIC.

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 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.

Sprinklers:- Supply, installation, testing & commissioning of 15 mm dia recessed sprinkler with quartzoid bulb and set to operate at 68 deg Celsius, with rosette plate [Pendent type Sprinkler (K-80), FM & UL approved] with all assembly complete in all respects as directed by EIC.

Flexi Drops: Supply, installation, testing & commissioning of Sprinkler Flexible drop pipes made of Corruggated SS Tubing to with stand 16 Bar pressure with welded reducer on one end to directly accomadate sprinkler & female checknut on the other end to connect to the branch pipe with supports complete [Length 1.5 mtr, FM & UL approved]

PART V-B : Electrical Works

M.V Panel Supply, installation, testing & commissioning of Electrical switchboards, powder coated floor mounting,front operated front access cubicle type, totally enclosed, with IP-42 protection with hinged and lockabale doors. It shall be fabricated from 2 mm thick CRCA sheets including interconnections, tinned copper crimping lugs, bonding to earth, suitable for use at 415 V, 3 phase 4 wire 50 Hertz system, and suitable for a fault level of 35 KA symmetrical at 415 V complete as per specifications, instructions & approval of EIC and 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 insulation shall be with heat shrinkable sleeves. SMC/DMC shrouds and busbar supports shall be used.

6) All concealed hinged doors and covers shall be provided with suitable flexible earthing connections. 7) The size of the earth bus chosen shall be to withstand full fault current of 35KA 8) Earth bus bar shall be supported at suitable intervals. 9) All the current transformers shall be resin cast type class-I only. 10) Name of fabricator, G.A. & detailed fabrication drawing and short circuit forces and temp rise calculation for panel shall be submitted for dept's approval. 11) Bimetallic washers shall be used for all aluminium to copper joints & it shall be of approved make & quality. 12) Indication lamps shall be heavy duty cluster type LED. 13) All Outgoing feeders shall have 'ON' indication lamps. 14) All neutrals shall be isolatable type. 15) Power cabling between motor and starter shall be measured separately. Control cabling between panel and tank shall be measured separtaely. However, any other control / power wiring / cabling, if required is in the scope of this item.

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 confirming 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.

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

3 C x 120 sq.mm Al. stranded 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.

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

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.

6 C x 2.5 sq.mm copper conductor cable (On Wall / Trench / Cable tray)

Cable Tray Supply & fixing of following sizes of ladder type GI cable trays similar to M/s Indiana make with vertical sides on both ends and suitable MS supports including concrete bolts, hold fast etc. The scope includes supply of readymade bends, reducers,Tee, covers etc. as required as per instructions of EIC.

300 mm (W) x 100 mm (D) x 2 mm (T)

Earthing System: Supply, installation, testing & commissioning of earthing system & associated accessories, etc. complete all as per layout drawing & standard drawing CSG/EM/STD/12, specifications & as per the instructions of E.I.C. Note 1) Measurements of resistance of each earth station & resistance of complete scheme of earthing layout must be measured recorded & got approved by E.I.C. 2) Jointing of the earth strip shall be with brass nuts bolts and also with solder joints. 3) Jointing of the earth wire shall be with solder joints with tinned cable sockets. Cu. 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 with saddles or in ground at 750 mm below including excavation in all types of soil with protective baked bricks, refilling & removal of excess earth within a radius of 500 m temporary reinstatement & back filling of trench, interconnections of earth strip/wire with brass nuts, bolts & washers and solder jointing, painting with two coats of black bituminous compound for earth wire/strip in ground & green enamel paint for earth wire/strip on surface, etc.

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 with saddles or in ground at 750 mm below including excavation in all types of soil with protective baked bricks, refilling & removal of excess earth within a radius of 500 m temporary reinstatement & back filling of trench, interconnections of earth strip/wire with brass nuts, bolts & washers and solder jointing, painting with two coats of black bituminous compound for earth wire/strip in ground & green enamel paint for earth wire/strip on surface , etc. 25 x 6 mm GI Strip

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 with saddles or in ground at 750 mm below including excavation in all types of soil with protective baked bricks, refilling & removal of excess earth within a radius of 500 m temporary reinstatement & back filling of trench, interconnections of earth strip/wire with brass nuts, bolts & washers and solder jointing, painting with two coats of black bituminous compound for earth wire/strip in ground & green enamel paint for earth wire/strip on surface , etc. 4 SWG GI. wire

Description of Work / Item(s)

Amount

ABSTRACT OF 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 : DEVELOPMENT WORKS

Description of Work / Item(s)

Amount

PART I-A: SUBSTRUCTURE

In all soil other than soft and hard rock

In Soft rock

In Hard Rock

Depth not exceeding 1.5 m from ground level

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

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

Depth not exceeding 1.5 m from ground level

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

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

Depth not exceeding 1.5 m from ground level

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

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

Construction of cast-in-situ RCC bored piles using rotary drilling method as per IS 2911 (Part-I, section-2) latest revision using concrete of M-30 grade with minimum cement content of 400 kg/cum of concrete, including cost of all materials, labour, use of plant and machinery, casting of pile to plumb, rectifying defects if any, including empty boring if any, breaking pile heads to cut-off level, exposing pile reinforcement. for emledment in pile cap, dewatering, bore hole stabilization using temporary casing/ bentonite, disposal of the excavated muck/ bentonite slurry, broken pile heads to suitable dumping area as approved by statutory authority outside the campus including all lead by mechanical transport etc. (but excluding the cost of steel reinforcement which shall be paid under relevant item), all as per drawing and specification etc., complete & as directed by the Engineer-in-charge.

Notes for piling works : 1) The piling work shall be got executed through specialised agencies in that field duly approved by the Department. Agencies recommended by the Department are as follows: (i) M/s. Evershine Foundations. (ii) M/s. Meher Foundations & Civil Engrs. Pvt. Ltd. (iii) M/s. Paresh Construction & Foundation Pvt. Ltd. (iv) M/s. AFCONS Infrastructure Ltd. (v) M/s. Stefon Construction Pvt. Ltd. (vi) M/s. Pressure Piling Co.(I) Pvt. Ltd. (vii) M/s. Surbhi Enterprises (viii) M/s. ITD Cementation India Ltd. (ix) M/s. Simplex concrete Piles (India) Ltd. (x) M/s. AEC Engineers Pvt. Ltd. (xi) M/s. Kanska Cementation (xii) M/s. J. Kumar

OR 1) If contractor proposes any other agency, the same shall be intimated only during pre-bid meeting. The financial and technical suitability of the agency will be assesed /verified by the department through inspection of the similar works carried out by proposed agency and verification of their credentials by technical evaluation committee of experts to be constituted by the department for this purpose. If the proposed agency is found suitable, necessary approval from the department shall be communicated for execution of piling work. No other agency shall be accepted after Pre Bid clarification. 2) The tenderer shall mobilise the work by bringing plant and machinery, men and materials in order to complete the entire work including testing of pile, site clearance etc., complete in all respect within the specified time period. 3) Permissible load carrying capacity of the pile shall be finalised by the Department on receipt of initial test result. Contractor shall take up the full scale piling work and carry out Routine load tests on piles as directed by Engineer in charge, cost of which shall be paid under relevant item.

16) Initial pile load tests shall be undertaken well in advance of working pile. No working pile would be allowed till initial pile load tests have seen completed satisfactorily. Non-granting of permission for pile / pile cap by EIC in such respect will not be considered as reson for delay and any claim thereof.

600 mm dia piles, upto 18 metres length from cut off level.

600 mm dia piles, beyond 18 metres length from cut off level.

Extra for RMC (Ready Mixed Concrete) for pile conforming to IS:4926 (latest) in lieu of conventional RCC for pile supplied by approved RMC manufactures including transporting pumping etc. complete as per instruction of the Engineer in charge.

600 mm dia piles

Carrying out Routine pile load test at cut-off level for : Specified working capacity for vertical load, using Maintained load method as per IS:2911 (Part-4), Latest Revision using hydraulic jack & dial gauges including all supporting arrangement, kentledge, it's transport, loading, unloading, preparation of pile head or construction of test cap and dismantling of test cap after test with all labour, material, tools & plants, equipment, machinery ctc. complete all as per specifications and as directed by Engineer-in-Charge. Note:- i) Hydraulic jack and dial gauges shall be got tested and calibrated from NABL approved lab before use on works. ii) Agency shall submit the design of loading platform before test for approval of EIC. iii) Pile load test shall not be carried out by dynamic method of testing. iv) Rate should include cost of preparing and submitting the detailed test report to the EIC incorporating all the parameters required for confirming ultimate/safe load carrying capacity of pile

Routine vertical Load Test, for Single pile for specified working capacity, Test load 1.5 times the specified working capacity

Carrying out Routine pile load test at cut-off level for : Lateral load testing of single pile with free pile head for specified working capacity of pile, in accordance with IS:2911 (Part-4), Latest Revision for determining safe allowable lateral load on pile with all labour material tools & plants, equipment machinery etc., including supporting / reaction arrangement complete as per drawing, as per technical specification and as directed by the Engineer in charge.

Routine lateral load test for singal pile with free pile, head for specified working load, test load equal to specified working load

a) Carrying out Initial pile load test at cut-off level for : Specified working capacity for vertical load, using Maintained load method as per IS:2911 (Part-4), Latest Revision using hydraulic jack & dial gauges including all supporting arrangement, kentledge, it's transport, loading, unloading, preparation of pile head or construction of test cap and dismantling of test cap after test with all labour, material, tools & plants, equipment, machinery etc. complete all as per specifications and as directed by Engineer-in-Charge. b) Lateral load of singal pile with free pile load for specified Carrying out Routine pile load test at cut-off level for : Lateral load testing of single pile with free pile head for specified working capacity of pile, in accordance with IS:2911 (Part-4), Latest Revision for determining safe allowable lateral load on pile with all labour material tools & plants, equipment machinery etc., including supporting / reaction arrangement complete as per drawing, as per technical specification and as directed by the Engineer in charge. Note:- i) Hydraulic jack and dial gauges shall be got tested and calibrated from NABL approved lab before use on works. ii) Agency shall submit the design of loading platform before test for approval of EIC. iii) Pile load test shall not be carried out by dynamic maethod of testing. iv) Rate should include cost of preparing and submitting the detailed test report to the EIC incorporating all the parameters required for confirming ultimate/safe load carrying capacity of pile

a) Initial vertical Load Test, for Single pile for specified working capacity, Test load 2.5 times the specified working capacity.

b) Initial Lateral load test for singal pile with free pile load for specified working load, Test load as / IS 2911 ( part-4) load corresponding to total displacement of 12 mm pr 2.0 times the specified working load.

Providing and laying in position, at all floors and at all levels & locations plain cement concrete of grade as specified below including machine mixing, consolidation, finishing, curing and including cost of form work, shuttering, centering etc. complete all as per specifications and directed by EIC. Note:- a) Reinforcement provided if any shall be measured & paid under relevant item. b) MS frame works around pedestals etc. if provided shall be measured under relevant item. c) The dimensions of pedestals/ foundations are likely to be varied and rate quoted shall be final without any additional cost to the Department.

Concrete of M10 grade

Concrete of M15 grade

Providing and laying in position, at all levels & loactions, for structural members of all geometrical shape & design as per drawing, Reinforced Cement Concrete (RCC) of grade as specified below, conforming to latest revisions of IS:456-2000 and IS:13920, using 20 mm maximum size aggregates and approved quality sand including admixtures of approved brand and quality (plasticisers / super plasticisers), weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc.complete all as per specifications & as directed by EIC.

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) PPC/ blended cement of ISI marked shall only be used for finishing works on prior approval of Engineer-in-charge. iii) All RCC work shall be controlled concrete unless otherwise specified and shall be carried out strictly in accordance with the drawings and specifications. iv) The rates for RCC works shall be exclusive of cost of reinforcement and form work unless otherwise mentioned. v) All coarse aggregate to be of 20 mm. maximum size & uniformly graded unless otherwise mentioned. vi) The water tank and other tanks shall be executed strictly as per following criteria without any additional cost. a) The water tank and other tank work shall be executed as per IS:3370 latest editions in addition to other relevant IS code mentioned elsewhere.

b) The minimum cement content for water retaining structures tank shall not be less than 350 kg/cum and not more than 400 kg/cum. c) During construction of raft slab of underground tank, lift pit dewatering shall be continuously carried out to avoid developent of water pressure. d) Dead load in the form of sand bag shall be placed on the raft slab of underground tank, lift pit, so as to counteract the pore pressure untill the walls are constructed and back filling is done. Number of sand bags required and time period of loading etc. shall be at the descretion of the Engineer in Charge. vii) For all RCC items, the rates quoted shall include the following without any extra cost to the Department. a) Spacers to maintain clear cover for reinforcement. b) Fixing at correct level and in proper alignment the inserts, pipe sleeves, pipe bends, hooks, other pipe specials etc. supplied by/ through the dept. c) Making cutout wherever required including cutting the form works etc. d) Test for Concrete shall be done as per IS:456 and the cost of the same shall be borne by the contractor.

Below Plinth Level (In Sub Structure) Reinforced cement concrete of Grade M-30

Extra for providing RMC (Ready Mixed Concrete) conforming to IS:4926 (Latest revision) in lieu of site batch mix RCC items, supplied by approved RMC manufacturers including transportation, pumping etc.complete all as per specifications and as directed by EIC.

Providing, erecting, fixing in position, striking / removing and cleaning steel / timber shuttering & centering for form work including single / multiple staging at all floors, level & locations for all geometrical shapes in plain, curved surfaces of structural / R C C elements and including rails, bracings, props, brackets, cutting holes for pipes etc., providing & applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, all materials, labour etc. complete as per specifications, drawings & as directed by the Engineer-in-Charge. (Area of form work in contact with concrete shall only be measured for payment & stop boards for construction joints etc. will not be measured for payment). Notes for form work: a) 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. b) The rate of form work shall include all type of structural/ RCC elements and geometric shapes including circular and any other curved surfaces. c) 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 formwork shall be obtained from Engineer in Charge, before commencement of work. d) Nothing extra shall be entertained for revision in drawings

For all type of structural / RCC elements including all geometrical shapes and single / multiple staging at all floors and location For Below Plinth Level (In Sub Structure)

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

Reinforcement for RCC work including supplying, delivering, storing of various diameters asrequired at site of work including loading, unloading, transporting, decoiling, straightening,cutting, bending, placing in position at all floors, 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.)

For Below Plinth Level (In Sub Structure) Thermo Mechanically Treated bars of grade Fe-550 D, manufactured by SAIL, TATA STEEL, JSW, JSPL and RINL.

Brick masonry work using well burnt bricks from approved lot of minimum class designation 3.5 (classification as per IS:1077-1992 and min. average compression strength not less than 3.5 N/mm2) using ready mix mortar (1.4) to correct line, level and plumb including raking out joints, curing, scaffolding all as per specifications, drawings and as directed by Engineer in charge. Notes for Substructure Masonry 1) 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. 2) 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. 3) One masonry wall thickness shall be considered as 230 mm and half brick wall as 115mm and lesser wall thickness if any shall be made up to the required dimensions by the contractor in cement mortar 1:4 to proper line, level and plumb without any extra cost to the Department. 4) The rate shall include cost of making brick masonry to all geometrical shapes and sizes without any extra cost to the Department.

In sub structure (foundation, plinth, cable pits, trenches, steps etc)

Providing water proof plastering work of thickness as mentioned below, in using ready mix cement sand mortar having cement : sand (1:4) at all floors, levels & locations, in single coat finished smooth with a floating coat of neat cement including approved water proofing compound added @ 2% by weight of cement or as per manufacturer's specifications in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC. NOTES for Plastering Work:- a) Before commencement of plastering, the area shall be cleaned, wetted and shall be marked with Thiyyas' or 'Tapanis' and shall be got approved by the Engineer-in-charge. b) Whenever the electrical contractor/agency has to fix up switch boxes in walls, necessary Thiyyas or 'Dhadas' shall be arranged prior to plastering so that the electrical boxes are fixed properly in line with the finished plastered surfaces. c) Finishing around the junction boxes shall be done at all floor, level and position to the line, level and right angles as required while carrying out plastering work. d) No extra claim/cement consumption shall be entertained by the department for the plastering done more than the specified thickness shown in the schedule of quantities, to bring the plastered surface to perfect line, level and plumb with adjoining columns and beams.

Using ready mix cement mortar having Cement : Sand (1:4) : 15 mm thick

Using ready mix cement mortar having Cement : Sand (1:4) : 20 mm thick

Cement plastering work using cement sand mortar and finished thickness as specified below without neat cement punning, at all floors, levels & locations, in single/ double coat (as specified) over concrete/ masonry surface including surfaces preparation, even & smooth surface in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC.

Using ready mix cement mortar having Cement : Sand (1:4): 12mm thick

Using ready mix cement mortar having Cement : Sand (1:4): 15mm thick

150 mm consolidated thickness

230 mm consolidated thickness

Providing and laying 50 mm thick cement concrete hardonite flooring with concrete hardner topping under layer 38 mm thick cement concrete 1:2:4 and top layer 12 mm thick wearing surface with metallic floor hardner, cement being mixed with metallic floor hardner of approved quality and make in the ratio of 4:1 (4 cement and 1 metallic floor hardner) by weight and this cement hardner compound mixed with 6 mm down graded stone aggregate in the ratio of 1:2 by volume including finished smooth to the required line, level & slope, laying in alternate bays and including cleaning the surface, curing, ramming, consolidation, pigment etc complete all as per specifications and as directed by EIC.

Extra over for providing & fixing aluminium dividing strip of size 25X3 mm thickness (for making bays of approx maximum size 2 Sqm area) etc complete all as per specifications and as directed by EIC.

Providing Cement plaster 20 mm thick in skirting with using Ready Mix Mortar (1:4), finished smooth with a floating coat of neat cement, correct to line, level and plumb including rounding of junctions with flooring etc complete all as per specifications, drawings & as directed by Engineer in charge.

Providing & laying machine cut & machine polished (mirror finish) 18mm thick Granite Stone of black /approved colour at all floor & location in necessary cement mortar bedding /backing, close jointed & grouted with matching cement slurry and rounding of edges, finished to line, level,curing etc. as required, including cutting of stone slab, wastage, making cut outs, grooves 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. Note: Top exposed surface on plan &exposed vertical finished face shall be measured for payment in Sqm. NOTES for Marble and Granite Work: 1) All finished natural stone except for flooring & Platform shall be applied with aralide or equivalent stone adhesive on back surface,spreading/splashing of sand particles on adhesive applied surface before a day of fixing of stones. 2) Window jamb, cill & lintel bottom with granite / gren marble shal be mitred / partly mitred joint as directed by Eingineer-In-Charge. 3)Exposed inside vertical finished face of window below platform shall be measured for payment in sqm. 4)Agencies shall quote rate accordingly. 5) For site mix mortar as bedding / backing the rate shall be adjusted accordingly.

18 mm thick granite in single piece upto1.8 m length in treads with 3 no's anti skid Grooves (5mm wide and 2 mm deep) and moulding of exposed edges as per drawing, laid over bedding of 20mm thick cement mortar 1:4. (Using ready mix mortar)

18mm thick granite in single piece upto 1.8m length in Riser fixed over backing of 12 mm thick cement mortar 1:4. (Using ready mix mortar)

In slopped skirting 18 mm thick granite asper drawing laid over 12 mm thick cement mortar 1:4 backing. (Using ready mix mortar)

In Ramps with 18mm thick 100 mm wide strips of 1500 mm length (approximately) laid over & including 20 mm thick cement mortar1:4 (1 cement : 4 coarse sand) bedding. (Using ready mix mortar)

18 mm thick one side machine polished granite stone of approved colour, shade and surface finish for cladding/ dado/skirting with stone slabs of various sizes in pattern including 12 mm thick 1:4 cement mortar (Using ready mix mortar) backing, fixing of 6mm (approx.) size angular stone chips to the backside of granite after applying araldite to the unpolished surface of the granite to create a surface suitable for proper bond with backing and filling the space between granite and backing with cement slurry including adequate curing etc. complete as directed.

Providing and fixing approved quality machine cut, mirror polished 18mm uniform thick granite/ Single side machine polished Baroda green marble stone frame in single piece 100mm to 300 mm wide in position at all floors and locations laid over 20 mm thick cement mortar 1:4 bedding/ backing (using reday mix mortar) in correct line, level and plumb, closed jointed, machine grouting, cement slurry, curing including cutting of stones to get rounded exposed edges, full round nosing on both sides, wastage, final hand polishing, rounding of free exposed stone edges etc. complete as per specifications, drawings and as directed by the Engineer in Charge.

18mm thick black/ approved colour granite stone for door/ window frames/ lift wall jambs & soffits/ cladding in single piece upto 2250mm including providing and fixing 90mm long stainless steel screws (3 nos in each vertical stone and top stone) with rawl plug by drilling with high efficiency powered hammer drilling machine and finishing with approved putty with suitable pigment including ful lround nosing / moulding the front exposed surface both inside & outside edges etc. complete all as directed by the Engineer in Charge.

Providing and fixing in position, Gear Type operated by mechnically winding handle, Steel Rolling Shutters of approved make, made from M.S.laths 18 G, 3" (75 mm) size interlocked together throughout entire length and jointed together at the end by end locks mounted on specially desogned pipes shaft with brackets as per IS standards including all necessary fixtures andfittings, top hood (0.90 mm thick), brackets, guide channels, side guides, ceiling strips, inside & outside locking arrangement and painting with a coat of approved steel primer and two coats of approved make and shade synthetic enamel paint, fixing in position in masonry/concrete with necessary coach screws, nuts, bolts etc. making good the masonry/concrete complete all as per specifications and as directed by the Engineer-in-Charge. (Note:- The measurement for Rolling shutters will be as per structural openings. Hood etc will not be measured separately.)

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

Providing & applying premium acrylic emulsion (plastic) paint for internal plastered surfaces in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made acrylic emulsion paint of approved make and shade including one coat of approved cement / acrylic primer (water thinnable) including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Premium Acrylic emulsion shall have VOC content less than 50 grams/ litre)

On New Surfaces

Providing & applying exterior grade 100% acrylic emulsion paint for external surfaces/Internal Surfaces of retaining walls at basement/ramps/or as directed by EIC (plastered / concrete) in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made acrylic emulsion paint of approved make, shade and pattern including one coat of approved acrylic based water repellent primer including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Acrylic emulsion shall have VOC content less than 50 grams/ litre. UV resistance as per IS:15489, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.

Supplying and fixing in position at all floors, levels & locations, aluminium section [extruded] for aluminium Door / windows sliding / top hung/fixed / grill/ adjustable louvered/ windows as per drawing of approved manufactures with extruded sections of Jindal / Indal / Aluminax or other approved eqivalent sections with size and weights as shown in the drawing, for frames and shutters [including wastages if any] conforming to relevant I.S specifications, with all approved shade & colour anodised aluminium fittings and accessories, locking arrangements, 2 / 3 rollers with ball bearings for sliding shutters of approved quality all as shown in the drawing, including providing and fixing aluminium channel beading / glazing clips fixed with necessary matching 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. (Note:- Sliding window sections for both track & Shutters shall be of JINDAL DELUXE DOMAL SERIES or similar equaivalent approved make. )

Using integrated anodised (of approved colour & Shade) having glossy/matt finished [Minimum anodic coating of 15 micron thick (Grade AC-15)] aluminium section.

Providing and fixing following type of approved quality glass panes for doors/windows/ventilators/louvers, of approved manufacturer and fixing with aluminium frame work including fixing aluminium channel beading (to be paid under relevent item) and providing and fixing with 2 way EPDM gasketing , to ensure water and air tightness and neoprene cushions/ gasket accommadated in grooves, necessary bronze anodised screws etc, all complete generally as per drawings specifications and as directed by the Engineer-in-charge. Note:- Only clear opening of glass shall be measured for payment.

5 mm thick frosted glass

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

Providing and laying patented box type cement based water proofing treatment from outside, by approved water proofing agency for basement, raft, vertical walls, lift well, trenches and other under ground structures during construction etc. at all levels & locations as per specification of the water proofing agency including cleaning of surfaces, curing and testing the basement raft/pit for water tightness, rectification of defects if any, etc. complete as per specification, drawing and as directed by the Engineer-in-charge as per the following.

Providing waterproofing treatment on horizontal surfaces for base / floor consisting of i) 1st layer shahabad stone (rough stone slab) of approx. size 600x600x20 mm thick of approved quality over a 25 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) using Ready mix mortar mixed with waterproofing compound conforming to IS:2645 in the recommended proportion. Joints shall be sealed and grouted with compound conforming to IS: 2645 in proportions recommended by the manufacturer. ii) 2nd layer of 25mm thick cement mortar 1:4 (1cement : 4 coarse sand) using Ready mix mortar mixed with water proofing compound in recommended proportions. iii) Finishing top with stone aggregate of 10 mm to 12 mm 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 shahabad stone of approx size 600x600x20 mm thick of approved quality (rough stone slab) with cement slurry mixed with water proofing compound conformingto IS: 2645 in recommended proportion with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with waterproofing compound and finishing the exterior stone slab with cement mortar1:4 (1 cement: 4 coarse sand) using Reday mix cement sand mortar, 20mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels, locations including scaffolding and as directed by Engineer-in-charge.

Supplying, applying and placing swellable type water stop tape of size 19 mm x 25 mm thick of expansive nature for construction joints treatment of RCC structures such as raft slab, retaining walls, walls of water tank & at junction of raft slab with the reatianing wall including cleaning the construction joints of loose mortar and dust, applying primer @ as per manufacturer 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 and as directed by Engineer-in-Charge.

Supplying and spreading pesticides chlorpyriphos or other chemical approved by central insecticides board as directed by the manufacturer and spraying the mixture uniformly by sprayer as pre-construction anti-termite treatment at the rate of 7.5 liters per sq.m. on vertical and 5 ltrs. per sq.m. on horizontal surfaces (or as directed by the manufacturer) within the trenches, 50% of the emulsion to be filled in the holes made in trenches at 150 mm. 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. Note: 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.

Disposing off the surplus excavated materials beyond initial lead by mechanical transport to the near by Local Municipal Authority approved dumping pits/ dumping area outside campus / colony including all leads, lifts, loading, unloading, stacking, spreading, levelling etc. complete as per drawings, specifications & as directed by the Engineer in charge. The disposal shall be as per latest guidelines of Construction & Demolition waste management plan as approved by Local Municipal Authority. Royalty for transportation, disposal, spreading etc. including obtaining permission from statutory authority, if any shall be borne by the contractor. Note: 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.

Supplying and fixing 75mm dia PVC-SWR pipes for weep holes etc., of approved make and with ISI mark including laying the pipe line to proper slope and gradient etc., including cutting to required length etc complete as per specification and as directed by the Engineer in charge.

Supplying, filling, spreading and levelling well graded granular filling at the back & sides of retaining wall at all depths for all lifts and leads all complete as per specifications, drawings and as directed by the EIC. Note: Filter media should be well graded with size of coarse aggregate size varies from 1.5mm to 65mm

Using well graded Filter media and filter grade geotext behind the Retaining wall /Abutment/Walls etc. and as directed by EIC, up to total depth with thickness not less than 1.5m behind the wall with proper wipe holes arrangements shown in drawing or given specification in PH drawing or as directed by EIC.

Galvanized Structural steel work using angles, channels, joists, bars, tubes, SHS, RHS and other sections, welded and / or bolted in built up sections for Gates, structural steel floors, frameworks, monorails, Storm water drain grill cover, cable trench cover and other structures including supplying, cutting, welding, fabricating, bending to shape (Curve and as approved design / any shape as per drawing) hoisting/ erecting, wastages, fixing in position, scaffolding, bracing, providing and fixing in position with necessary Masonry / RRM / RCC fasteners, making holes/ chases wherever required and fixing / embedding in position in concrete/ brick work/ RRM with necessary heavy duty holdfasts/ screws/ J-Bolts & rawl plugs and finishing the concrete/ brick work/ RRM after fixing/ embedding including getting hot dip galvanizing treatment of application of zinc coating of 460gsm (both side inclusive) as per IS:277 to all MS work in approved galvanizing plant etc. and applying two coats of approved metallic shade and colour of synthetic enamel paint over a two coats of a priming coat of approved zinc chromate steel primer etc. complete all as per specifications, drawings and as directed by the Engineer-In-Charge.

Clearing Jungle including uprooting of rank, vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m, above ground level and removal of rubbish to the, disposal of waste at designated place with all, leads, cleared as per specifications and as directed, by the Engineer-in-charge. (Note:-Mode of measurement will be as per the actual, area where grass and wild vegetation is cut or, uprooted and their locations/ areas to be got, approved before commencement of cutting the, grass, vegetation or whenever directed).

Providing & laying NP-3 class of following diameter RCC hume pipe including making holes in masonry/ concrete work wherever required, making good the holes after laying the hume pipe with collar joints using stiff mixture of cement mortar (1:2) and sealing open ends with wooden bush etc. all complete as per specifications & as directed by the Engineer-in-charge. (Earthwork, road work and PCC for embedment shall be paid under relevant items)

150mm dia pipes

250 mm dia pipes

300 mm dia pipes

TOTAL OF PART I-A : SUB STRUCTURE

PART I-B : SUPER-STRUCTURE (STRUCTURAL) 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.

Providing and laying in position, at all levels & loactions, for structural members of all geometrical shape & design as per drawing, Reinforced Cement Concrete (RCC) of grade as specified below, conforming to latest revisions of IS:456-2000 and IS:13920, using 20 mm maximum size aggregates and approved quality sand including admixtures of approved brand and quality (plasticisers / super plasticisers), weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc.complete all as per specifications & as directed by EIC.

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) PPC/ blended cement of ISI marked shall only be used for finishing works on prior approval of Engineer-in-charge. iii) All RCC work shall be controlled concrete unless otherwise specified and shall be carried out strictly in accordance with the drawings and specifications. iv) The rates for RCC works shall be exclusive of cost of reinforcement and form work unless otherwise mentioned. v) All coarse aggregate to be of 20 mm. maximum size & uniformly graded unless otherwise mentioned. vi) The water tank and other tanks shall be executed strictly as per following criteria without any additional cost. a) The water tank and other tank work shall be executed as per IS:3370 latest editions in addition to other relevant IS code mentioned elsewhere. b) The minimum cement content for water retaining structures tank shall not be less than 330 kg/cum and not more than 400 kg/cum.

c) During construction of raft slab of underground tank, lift pit dewatering shall be continuously carried out to avoid developent of water pressure. d) Dead load in the form of sand bag shall be placed on the raft slab of underground tank, lift pit, so as to counteract the pore pressure untill the walls are constructed and back filling is done. Number of sand bags required and time period of loading etc. shall be at the descretion of the Engineer in Charge. vii) For all RCC items, the rates quoted shall include the following without any extra cost to the Department. a) Spacers to maintain clear cover for reinforcement. b) Fixing at correct level and in proper alignment the inserts, pipe sleeves, pipe bends, hooks, other pipe specials etc. supplied by/ through the dept. c) Making cutout wherever required including cutting the form works etc. d) Test for Concrete shall be done as per IS:456 and the cost of the same shall be borne by the contractor.

Above Plinth Level (In Super Structure) Reinforced cement concrete of Grade M-30

Extra for providing RMC (Ready Mixed Concrete) conforming to IS:4926 (Latest revision) in lieu of site batch mix RCC items, supplied by approved RMC manufacturers including transportation, pumping etc.complete all as per specifications and as directed by EIC.

Providing & laying average 100 mm 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, etc. finished with neat cement all complete as per drawing, specification & as directed by Engineer in charge.

Providing & fixing GI Mesh size (100 X 100 X 4mm) 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 incharge.

TOTAL OF PART I-B : SUPER-STRUCTURE (STRUCTURAL)

PART I-C - FORM WORK Notes for form work: a) 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. b) The rate of form work shall include all type of structural/ RCC elements and geometric shapes including circular and any other curved surfaces. c) 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 formwork shall be obtained from Engineer in Charge, before commencement of work. d) Nothing extra shall be entertained for revision in drawings

Providing, erecting, fixing in position, striking / removing and cleaning steel / timber shuttering & centering for form work including single / multiple staging at all floors, level & locations for all geometrical shapes in plain, curved surfaces of structural / R C C elements and including rails, bracings, props, brackets, cutting holes for pipes etc., providing & applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, all materials, labour etc. complete as per specifications, drawings & as directed by the Engineer-in-Charge. (Area of form work in contact with concrete shall only be measured for payment & stop boards for construction joints etc. will not be measured for payment).

Above Plinth Level (In Super Structure)

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

TOTAL OF PART I-C - FORM WORK

PART I-D : STEEL REINFORCEMENT WORK

Reinforcement for RCC work including supplying, delivering, storing of various diameters asrequired at site of work including loading, unloading, transporting, decoiling, straightening,cutting, bending, placing in position at all floors, 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.)

Above Plinth Level (In Super Structure) Thermo Mechanically Treated bars of grade Fe-550 D manufactured by SAIL, TATA STEEL, JSW, JSPL and RINL.

TOTAL OF PART I-D : STEEL REINFORCEMENT WORK

PART I-E : MASONRY WORK Notes: 1) The contractor shall get approved the samples of AAC block from the Engineer-In-Charge before procurement on large scale and shall maintain the same for the entire work. 2) 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. 3) The rate shall include cost of making AAC block masonry to all geometrical shapes and sizes without any extra cost to the Department.

Providing and laying autoclaved aerated cement (AAC) blocks masonry with 100mm / 115mm/ 150mm/ 200 mm/ 230mm / 300 mm thick AAC blocks as per approved manufacturer, 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, curing, scaffolding etc complete all as per specifications and as directed by Engineer in-Charge. (The RCC band shall be provided at cill & lintel level. The RCC band shall have minimum 100 mm thickness with 2 nos. of 8 mm dia reinforcement and concrete of minimum grade (1:1.5:3). ( AAC blocks shall be conforming to IS:2185, Part-3, having Grade-I with block of density 551 to 650 Kg/cum) . The payment of reinforcement only shall be made seperately under relevant item).

TOTAL OF PART I-E : MASONRY WORK

PART I-F : FLOORING WORK Notes: a) 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 upto theoritical floor thickness of 50mm b) In case theoritical floor thicknes is increased to accommodate Raceways/ Electrical service boxes, additional bedding material beyond floor thickness of 50mm shall be paid extra in lean concrete as approved by EIC. 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) All Exposed edges of all natural stones used for the works like Kotah, Marble, Granite etc. shall be machine cut and shall have uniform thickness, moulded/ champered and mirror polished with high gloss finish as approved by Engineer in charge unless otherwise mentioned.

f) The rate shall include cost of making Designs/ patterns in the flooring to all geometrical shapes/ curves of different radius and sizes with no extra cost to the Department. (Any curved design/ patterns in flooring/ Dado, tiles/ stones shall be cut using water jet at facory) g) All Kota stone work shall be mirror polished to get high gloss finish and the rate shall be inclusive of the same in the respective item. h) Wherever dissimilar floor finishes are placed adjacent 3mm thick x 25mm wide aluminium flat dividing strips shall be provided by the contractor without any additional cost to the Department. i) The sizes of tiles mentioned are approximate and subject to the availability in market during execution. If the 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.

j) The contractor is to take appropriate step to protect the polishing surface/ glazed surfaces of granite stone, vitrified tiles, ceramic tiles flooring and pre polished kotah stone for tread and riser by providing and laying Durafloor protector XF 3mm thick sheet of M/s Supreme Industries along with removing and cleaning the same before handing over without damaging the finished surface & making good if damaged, if any during construction period without any additional cost. The surfaces are to be cleaned / water washed or acid washed as directed by EIC only at the time of handing over without any additional cost. k) Araldite adhesive has to be used for all stonework used for door frames, window JAMBS,Cills, Platform facia etc. wherever required for proper bonding between natural stones unless otherwise mentioned.

Providing & laying at all floors & locations Homogeneous Full body Vitrified tile/ Glazed vitrified tile/ Anti Skid Vitrified tileVitrified tile double charge/ multi charge (Glossy/Matt/Satin)/ approved manufacturers of sizes 600mm X 600mm / 800mm X 800mm / 1000mm X 1000mm size or as per approved size and having mimimum thickness 8.5 mm or as specified by approved manufacturer tiles conforming to IS:15622 having water absorption less than or equal to 0.08% (Group B I a), in flooring/skirting/ dado/ cladding / staircase tread/ riser at all floors and location, heights/ levels and lead in approved pattern and colour, shade laid over cement mortar bedding/ backing/ adhesive backing, including cleaning and preparing the surface for bedding/backing, spreading the neat cement slurry, close jointed and grouted with matching coloured readymade cement grout and approved pigment as per manufacturer's specifications, finished to level, line, slope and plumb, cutting of tiles, wastage, making openings/ cut out if neccesary, final cleaning of surfaces,curing etc. all as per drawings, specifications & as directed by Engineer in charge. Note:- The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

In flooring using Polished Glazed vitrified tile (PGVT) of size 600 mm X 600 mm laid over 20 mm thick cement mortar1:4 bedding (using reday mix mortar) and spreading neat cement slurry by using minimum cement about 2 kg/sqm prior to bedding and spreading cement paste using minimum cement of about 4.50 kg/sqm over bedding,

In flooring using Glazed vitrified tile Matt / Anti Skid Finish of size 600 mm X 600 mm laid over 20 mm thick cement mortar1:4 bedding (using reday mix mortar) and spreading neat cement slurry by using minimum cement about 2 kg/sqm prior to bedding and spreading cement paste using minimum cement of about 4.50 kg/sqm over bedding,

In skirting using using Polished Glazed vitrified tile (PGVT) of size 600 mm X 100 mm over 12 mm thick cement mortar (using reday mix mortar) 1:4 backing.

Making Medallion Tile Design (As per Architectural Drawings) in vitrified tiles of Size 1200mmx2400 mm of approved make, colour and shade in flooring at floors, levels & loactions, by cutting tiles using jet spray machine for making design at workshop and including providing & laying over 20 mm thick bedding of cement mortar (1:4) Using ready mix platser including jointing with approved tile adhesive, labour, material, wastage etc complete all as per specifications and as directed by the Engineer In Charge. (Note:- Rate shall be inclusive of all material cost including making design by jet spray cutting at workshop, tranporation, laying, wastage etc.)

Providing & laying at all floors & locations Vitrified Staircase tile as approved for staircase of stair series for tread with premoulded self imposed antiskid grooves and for risers out of stair series of approved colour from approved manufacturers conforming to IS:15622, in staircase tread/ riser at all floors and location, heights/ levels and lead in approved pattern and colour laid over cement mortar bedding/ backing, including cleaning and preparing the surface for bedding, spreading the neat cement slurry, close jointed and grouted with matching coloured ready made cement grout and approved pigment as per manufacturer's specifications, finished to level, line, slope and plumb, cutting of tiles, wastage, making openings/ cut out if neccesary, final cleaning of surfaces, curing etc. all as per drawings, specifications & as directed by Engineer in charge.

In treads with premoulded self imposed anti skid grooves (300 mm X 1200 / 300 mm X 1500 mm or as approved) laid over 20 mm. thick cement mortar 1:4 bedding Using Ready mix mortar only.

In Riser ( Length 1200 / 1500 mm or as approved) laid over 12 mm thick cement mortar 1:4 backing (Using Ready mix mortar)

Providing and laying first quality matt finished / anti skid ceramic tile in flooring and water repellant ceramic tile in dado/cladding of 6 mm minimum thickness or as per specification of approved manufacturer and conforming to IS:15622 and approved colour, shade, design, pattern in cement mortar bedding/ backing, close jointed and grouted with matching cement slurry to match the colour of the tiles, finished tolevel, 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 dado/ cladding of size 300 x 600mm/300 x 450mm or approved size with approved design/pattern water repellant ceramic tile laid over 12 mm thick cement mortar backing of (1:4) using ready mix mortar, PVC corner beading/ nosing of approved quality and colour at the corner and edges of the tiles including finishing and embedding in the wall etc. complete all as directed by the Engineer- in-charge.

Providing , supplying and fixing False Flooring of height up to 600 mm height in 600 x 600 mm panels fabricated out of CRCA sheets infilled with cementitious fillers and top surface with 1.50 mm Anti Static lamination of 1.50 mm thickness from the Specilized approved manufacturers of specified capacity with required supports at floor and walls complete as per drawings and as directed at site .(False flooring system to be got approved by the Engineer in charge before procurement)

False flooring with capacity of 1350 Kg / Sqm UDL and 450 Kg point load

Providing & laying machine cut & machine polished (mirror finish) 18mm thick Granite Stone of black/ approved colour at all floor & location in necessary cement mortar bedding /backing, close jointed & grouted with matching cement slurry and rounding of edges, finished to line, level,curing etc. as required, including cutting of stone slab, wastage, making cut outs, grooves 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. Note: Top exposed surface on plan &exposed vertical finished face shall be measured for payment in Sqm.

18 mm thick granite in single piece upto1.8 m length in treads with 3 no's anti skid Grooves (5mm wide and 2 mm deep) and moulding of exposed edges as per drawing, laid over bedding of 20mm thick cement mortar 1:4. (Using ready mix mortar)

18mm thick granite in single piece upto 1.8m length in Riser fixed over backing of 12 mm thick cement mortar 1:4. (Using ready mix mortar)

In flooring with machine polished Granite stone of size 800mm x 800mm/ 1000mm x 1000mm x 18mm as per drawing laid over& including 20mm thick cement mortar1:4 ( 1 cement : 4 coarse sand) bedding. (Using ready mix mortar)

In skirting 18 mm thick and 100 mm high granite laid over 12mm thick cement mortar 1:4 backing. (Using ready mix mortar)

In slopped skirting 18 mm thick granite asper drawing laid over 12 mm thick cement mortar 1:4 backing. (Using ready mix mortar)

In Ramps with 18mm thick 100 mm wide strips of 1500 mm length (approximately) laid over & including 20 mm thick cement mortar1:4 ( 1 cement : 4 coarse sand) bedding. (Using ready mix mortar)

18 mm thick one side machine polished granite stone of approved colour, shade and surface finish for cladding/ dado/skirting with stone slabs of various sizes in pattern including 12 mm thick 1:4 cement mortar (Using ready mix mortar) backing, fixing of 6mm (approx.) size angular stone chips to the backside of granite after applying araldite to the unpolished surface of the granite to create a surface suitable for proper bond with backing and filling the space between granite and backing with cement slurry including adequate curing etc. complete as directed.

Providing and laying machine cut and machine polished Kotah stone flooring, skirting, riser, treads at all floors, levels & location including 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 mirror polished, 25 mm minimum thickness kotah stone slab of size 600mm x 600mm / 575mm x 575mm laid over bedding of 20 mm thick cement mortar (1:4) using ready mix cement sand mortar.

In dado/skirting with mirror polished, 20 mm minimum thick kotah stone fixed over bedding of 12 mm thick Ready mix mortar having Cement: Sand (1:4)

Providing and fixing approved quality machine cut, mirror polished 18mm uniform thick granite frame in single piece 100mm to 300 mm wide in position at all floors and locations laid over 20 mm thick cement mortar 1:4 bedding/ backing (using reday mix mortar) in correct line, level and plumb, closed jointed, machine grouting, cement slurry, curing including cutting of stones to get rounded exposed edges, full round nosing on both sides, wastage, final hand polishing, rounding of free exposed stone edges etc. complete as per specifications, drawings and as directed by the Engineer in Charge.

18mm thick black/ approved colour granite stone for door/ window frames/ lift wall jambs & soffits/ cladding in single piece upto 2250mm including providing and fixing 90mm long stainless steel screws (3 nos in each vertical stone and top stone) with rawl plug by drilling with high efficiency powered hammer drilling machine and finishing with approved putty with suitable pigment including ful lround nosing / moulding the front exposed surface both inside & outside edges etc. complete all as directed by the Engineer in Charge.

Providing and laying 50 mm thick cement concrete hardonite flooring with concrete hardner topping under layer 38 mm thick cement concrete 1:2:4 and top layer 12 mm thick wearing surface with metallic floor hardner, cement being mixed with metallic floor hardner of approved quality and make in the ratio of 4:1 (4 cement and 1 metallic floor hardner) by weight and this cement hardner compound mixed with 6 mm down graded stone aggregate in the ratio of 1:2 by volume including finished smooth to the required line, level & slope, laying in alternate bays and including cleaning the surface, curing, ramming, consolidation, pigment etc complete all as per specifications and as directed by EIC.

Extra over for providing & fixing aluminium dividing strip of size 25X3 mm thickness (for making bays of approx maximum size 2 Sqm area) etc complete all as per specifications and as directed by EIC.

Providing Cement plaster 20 mm thick in skirting with using Ready Mix Mortar (1:4), finished smooth with a floating coat of neat cement, correct to line, level and plumb including rounding of junctions with flooring etc complete all as per specifications, drawings & as directed by Engineer in charge.

Providing and laying Screed cement concrete in 1:2:4 with 20mm and downgraded stone aggregates for flooring araes, toilets above sunken areas etc. or wherever to required thickness, slope and trowel finished smooth as directed including leveling, compacting, all leads and lifts with necessary curing and shuttering etc. complete at all levels.

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 allround with the masonry work /concrete and doors or windows with approved mastic filler cement grout/ epoxy compound /polysulphide compound or by any other means whatsoever, by the contractor at his own cost as directed by the Engineer-in-Charge to make the joints watertight. b) The work contemplated under the item for supplying and fixing the window/door frames shall be got done by the contractor through specialised agencies in the field, approved by the Department. c) One sample each of the door frame, shutter and window with all fittings and fixtures along with locking arrangement including glass panes etc. complete as per schedule of quantities drawing and specifications should be submitted for preliminary inspection before procurement on large scale. The contractor shall submit six copies of shop drawings for windows, ventilators and steel door with frames showing dimensional details of construction etc. for approval of the Engineer-in-charge. After preliminary inspection, the sample should be fixed. Defects etc, if any shall be rectified to the full satisfaction of the Department and after obtaining formal approval in writing of Engineer in charge.

d) Door frames, shutters and thewindows to be supplied and fixed inposition should cater the dimensiona ltolerance 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 Part-I from each consignment and the cost incurred on this account shall be borne by the contractor. e) For bonding the flush doors, blockboards, plywood and all types of wood works, phenol-formaldehyde synthetic resin type adhesives conforming to IS:848 shall be used. f) The rate shall include cost of making the doors & windows etc. in all geometrical shapes and sizes without any extra cost to the Department. g) Decorative veneer and lamination sheets if mentioned shall be hot pressed at factory during manufacturing of door shutters.

Providing & fixing Hollow Metal Pressed steel (HMPS) door frames of following profile fabricated out of 1.60 mm thick G.I sheet of coating (Class VIII of zinc coating) 120 gram/sqm, manufactured by Sail / Lloyds/ Jindal or equivalent of profiles / size generally conforming to IS 4351-2003 with suitable one/two set rebates for fixing shutters and also rebate suitable for fixing fixed glazing including hole for self tapping screws wherever shown in the drawing, each frame to contain hinge jamb, lock jamb and head all rigidly fixed together with welded /mechanical joints with back plates /angles to correct shape & angles including providing and fixing base ties with GI channel 50x25mm, 1.25mm thick suitable section to suit floor thickness / angle thresholds with MS angle 25x25x3mm, 6nos. of adjustable lugs per frame, providing and welding of 40x40x5mm,150mm long angle cleats for hinges with necessary tapped holes for fixing counter sunk headed machine screws to suit heavy duty oxidised / stainless steel hinges of size 125mm x 65mm x 2.8mm/125mm x 76mm x 2.80mm/ 100mm x59mm x2.6mm/75mm x 48mm x 2.45mm or shop type welding and self taping screw for fixing

Profile 145mm x 60 mm with single rebate for doors.

Providing & fixing in position single/double leaves folding type galvanised pressed steel box type door shutter 2 hrs fire rated door for electrical/ telephone shaft / panel room etc. at all floor and location of sizes as mentioned below consisting of 40x40x4mm GI heavy duty square pipes for shutter frame with two middle stiffeners, welded with 16 gauze GI sheets, both side of square pipes, sheet and square pipes shall be galvanising coating (Class -VIII of zinc coating), 120 gm/sqm as per IS:2629 latest, M.S. sheet manufactured by M/s Sail / Lloyds / Jindal fixing the frame to floor/ceiling, vertical members fixed to wall with threaded sleeves of standard quality at 600mm centre to centre including providing 16 Gauge G.I sheet, 80mm wide to vertical stiffner at centre to the full height for each shutter bent to proper shape and providing 18G. G.I sheet louvers at top and bottom with G.I wire mesh (as per drawing) including providing necessary locking arrangement, 150 mm long MS handles, 250 mm long MS aldrops,4 nos. detachable type premium hinges for each shutter (with removable type pin pivots), 300mm long MS tower bolts including cost of all materials, labour, drilling cutting, fabricating, welding, fixing fasteners, bolts, nuts, washers etc. including

wastages, chasing the brick/ RCC surfaces if required and making good the same to match with surrounding finishing, grouting the fasteners sleeves/hold fast in CC 1:2:4 to fix the frame over brick wall or suitable anchor fastner in case of concrete surfaces etc. and painting all the exposed surfaces of frame and shutter with two coats of synthetic enamel paint of approved make and colour over a coat of approved yellow zinc chromate primer overa coat of "etch" primer for all surfaces all as per specification, drawings and and the installation of door frame & shutter system shall be from approved licened agency of Fire Department of State/ Municipal Corporation / Local Statutory Authotity and Form-A for installation of fire door frame & shutter system to be submitted by agency and Fire Resistant certification as required by CFO/ Local Statutory and Approving Authority shall be furnished by Manufacturer of Fire rated door frame & shutter system including Form "A" without any extra cost to department and as directed by the Engineer in charge.

Fire Resistant Door (FRD) assembly having 60 minutes (1 hr) Fire rating, Non-Metallic and conforming to IS 3614:2021 (Single / Double leaf Shutter) Providing and fixing factory made Fire rated door assembly of galvanised Iron Steel door frame with non mettallic single leaf door shutter with accessories, the entire door assembly including shutter, frame and fittings shall be confirming to 60 minutes (1 hr) fire rating as per IS 3614. Frame:- The door frame shall be made of minimum 1.20 mm thick GI Sheet with minimum 120 GSM coating as per IS:277. The frame shall be of grooved profile of minimum size 145 × 60 mm with inbuilt sealing system to take appropriate fire rated smoke seal. Frame shall be provided with appropriate reinforcement suitable for hardware and flush fixing. Frames shall be provided with stiffener pieces and mitred cut joints (self tab/screwed assembled at site). Fire rated EPDM smoke seal, confirming to IS 3614 : 2021 shall be fixed within the inbuilt groove or stuck with adhesive on the entire perimeter of the frame. Door frames shall be fixed to all round the opening with minimum 8 mm dia CSK headed fastner of minimum 80 mm long with 8mm dia Polyamide sleeves @ 3 Nos at each side.

Finishing: Frame to be factory finished with polyester powder coating of minimum thickness of 30 microns (500 hrs salt spray test) of approved colour and shade all complete as per manufacturer’s Specification and direction of the engineer in charge. Door Shutter: The factory made fire resistant non mettallic wooden solid minimum 45 mm thick single leaf shutter of size (1000 X 2100 mm), asbestos free with P&F vision panel of size 100 mm X 450 mm with fire rated glass & accessories. Accessories Hardware: Fire doorset shall include all accessories like, Fire rated SS 304 grade ball bearing type hinges of minimum size 100 mm ×75 mm × 3 mm one (3 numbers per leaf upto 2100 mm height or as per test evidence), one number fire rated SS mortise lock with handle, fire rated door closer Installation: Post installation hollow space within door frame shall be filled with fire rated self-extinguishing type polyurethane foam. Rate shall include for supply and installation of complete door assembly, by the manufacturer. (All mechanical and functional hardware like hinges, lever handles, door closers with 60 minutes fire rating are to be used on doors and must conform to relevant IS 3614 : 2021.

all as per manufacturer's specification and providing Fire Resistant certification (manufacturing & installation) as required by local fire statutory authority shall be furnished by manufacturer of Door assembly (Frame, Shutter, fitting) and all cutting/ planning if necessary, labour for fixing the fittings and fixtures with suitable packing if necessary including providing and fixing 60 minutes (1 hr) fire rated approved shade lamination on both side of shutter (preferably teak wood colour) etc. all complete all as per specifications, drawings & as directed by Engineer in charge.

Supplying & fixing in position at all floors and location 25mm thick PVC integral free foam sheet in the form of flush finished door shutter manufactured by M/s. Jain Irrigation Systems Ltd. ( Ex-cel sheet), M/s. Rajshri plastiwood or approved equivalent of white/approved colour solid section, extruded rigid, light weight sheet with fine and homogeneous closed cell structure with smooth, glossy, hard surface finish on both sides including providing recess for hinges, shutters in position to granite/ steel frames (Frame shall be paid separately under relevant item) at all floors by cutting / planing required if any, fixing with wooden packing pieces if required, including finishing all edges smooth with mixture of PVC powder & solvent including wastages, labours tools etc all as per specifications, drawings & as directed by the Engineer in charge.

Supplying and fixing in position at all floors, levels & locations, aluminium section [extruded] for aluminium Door / windows sliding / top hung/fixed / grill/ adjustable louvered/ windows as per drawing of approved manufactures with extruded sections of Jindal / Indal / Aluminax or other approved eqivalent sections with size and weights as shown in the drawing, for frames and shutters [including wastages if any] conforming to relevant I.S specifications, with all approved shade & colour anodised aluminium fittings and accessories, locking arrangements, 2 / 3 rollers with ball bearings for sliding shutters of approved quality all as shown in the drawing, including providing and fixing aluminium channel beading / glazing clips fixed with necessary matching 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. (Note:- Sliding window sections for both track & Shutters shall be of JINDAL DELUXE DOMAL SERIES or similar equaivalent approved make. )

Using integrated anodised (of approved colour & Shade) having glossy/matt finished [Minimum anodic coating of 15 micron thick (Grade AC-15)] aluminium section.

Providing, fabricating and fixing, factory fabricated uPVC casement /openable / sliding / fixed multi-shutter windows comprising of uPVC extruded profiles of approved manufacturer with multi-chambered/cavity frames for outer frame, shutters, shash mullions of sizes and profile as per drawing and/or as per approved fabrication drawing using big series having wall thickness (2.3 +/- 0.2 mm), Upvc extruded profile shall be suitably reinforced with G.I and welded at corners with TPE rubber for air tight at frames and provision of suitable glazing as per relevant item, using suitable glass bead and including providing and fixing hardwares like stay, heavy duty SS friction hinges, powder coated locks, handles, uPVC extruded glazing beads, uPVC extruded interlocks and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle on one side of extreme panel along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) touch lock with hook (if required for wire mesh panel),

stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall, after fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality and necessary stainless steel screws etc etc. including all labours, materials, wastages etc. complete as per specification, drawings and as directed by Engineer-in Charge. Note: i) Sizes of Upvc extruded profiles/sections shall be as per approved fabrication drawings. ii) Rate to include all necessary fittings & fixtures.

Providing, fabricating and fixing factory fabricated uPVC openable multi-shutter casement type windows comprising of uPVC extruded profiles of approved manufacturer with multi-chambered/cavity frames for outer frame (60x60x2.5mm), shutters (60x75x2.5mm) for D.G.U and shash mullions (60x75x2.5mm) of sizes and profile as per drawing and/or as per approved fabrication drawing, Upvc extruded profile shall be suitably reinforced with G.I and welded at corners with TPE rubber for air tight at frames and providing & fixing outer side of window shutter with DGU (6mm+12mm spacer with moisture absorbing gel +6 mm) with toughened titanium blue colour glass using suitable glass bead including providing and fixing hardwares like stay, heavy duty SS friction hinges, powder coated locks, handles etc. including all labours, materials, wastages etc. complete as per specification, drawings and as directed by Engineer-in Charge. Note: i) Sizes of Upvc extruded profiles/sections mentioned are indicative and may vary as per approved fabrication drawings. ii) Rate to include all necessary fittings & fixtures including glazing (DGU).

Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc with 6 mm thick clear float glass both side, having 8/12 mm air gap (as specified), including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc complete all as per drawings, specifications and as directed by the Engineer-in-Charge.

Structural Glazing System Structural glazing framework shall be measured overall on the external faces as fixed on site (Outer to outer of frames). Structural glazing system to be fixed on RCC structure / steel structural steel etc. Minimum consumption of aluminium extruded sections in main frame and sub frame / sashes put together shall not be less than 6.5 kg / Sqm. Double glazed fixed panel, double glazed openable panels, single glazed fixed panel, single glazed openable panels, shadow boxes and sunshade louvers shall be measured under relevant item.

Designing, supplying, fabricating, installing and fixing in position at all levels, locations, floors for linear as well as curvilinear portions of the buildings, the Semi (Grid) Unitized, minimum three barrier system, structural glazing framework including mullions, transoms, gutters, sills, trims, sashes for vision and spandrel panels with anodized aluminium extrusions satin finished (Min 50 Micron) in approved colour, stainless steel brackets / clamps, stainless steel bolts, nuts, washers and shims, silicon / EPDM gaskets, drainage provisions, weather seals, anodised aluminium coping, aluminium flashings and seals at all interfaces with building structure, openings and cladding system etc on linear as well as curved surface in plan all complete as per approved shop drawings and specifications. Designing includes structural design of aluminium frame work, joints, brackets, fasteners, structural sealant etc. The rates shall include all labour, scaffolding, machinery, material, test, welding MS to MS / SS, chipping of walls beams, columns, rectification, wastage if required etc all complete as per approved shop drawing and specifications and as directed by the Engineer-In-Charge. The rate shall be inclusive of following:

Note:-1. Providing & fixing aluminium frame work with Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier) cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: 2. Fabricating, supplying & fixing MS hot dip galvanised / Aluminium alloy brackets of required sizes, sections and profiles etc to accommodate 3 dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. 3. Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.

4. Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. 5. Making provision for drainage of moisture/ water that enters the glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of the structural and functional design including shop drawings. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.

Providing, Supplying, assembling & installing at all levels, locations & floors, hermatically sealed 6-12-6 mm double glazed vision panel units of approved make comprising of an outer heat strengthened toughened titanium bue colour glass 6 mm thick, of titanium blue or of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner heat strengthned clear float glass 6 mm thick, spacer tube 12mm wide, dessicants, with moisture absorbing compound (silica gel) including primary seal and secondary seal (structural silicone sealant), refelective coating like Metallic Blue glass / Sterling Silver or Green or other approved equivalent shade, T&P, scaffolding and other incidental charges, wastages etc all complete as per approved shop drawings and specifications and as directed by the Engineer-in-Charge. (Note:- Doubled glazed fixed vision panels shall be measured to the overall dimension on external face as fixed on site (Actual size). For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.)

Extra for openable side hung, top hung, doors, windows, ventilators shutter vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4-point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer- in-Charge.

Providing and fixing following type of approved quality glass panes for doors/windows/ventilators/louvers, of approved manufacturer and fixing with aluminium frame work including fixing aluminium channel beading (to be paid under relevent item) and providing and fixing with 2 way EPDM gasketing , to ensure water and air tightness and neoprene cushions/ gasket accommadated in grooves, necessary bronze anodised screws etc, all complete generally as per drawings specifications and as directed by the Engineer-in-charge. Note:- Only clear opening of glass shall be measured for payment.

5 mm thick frosted glass

6 mm thick clear float glass

6 mm thick clear toughened reflective glass / titanium blue glass

Providing and Fixing 12 mm thick clear toughened glass for partition walls, doors of approved brand and manufacture etc fixed in aluminium frame work or without frame work, including making necessary holes wherever required etc for fixing required door fittings and other fixtures, all complete as per drawing and direction of Engineer-in-charge (Note: Anodised aluminium frame work, Door locks, Floor springs, SS handles will be paid in respective items separately. The cost of work is inclusive for any SS patch fittings required for completion of work).

Design, fabrication, supply and installation of frameless Façade using clear, toughened float glass of specified thickness for fixed glazing and openable panels (doors) with crystal edge polish using glass of approved make and brand fixed in aluminium frame work or without frame work including making necessary holes (wherever required for door fittings & fixtures), providing & fixing heavy quality and approved make necessary patch fittings etc complete all as per specifications, drawings and as directed by the Engineer in Charge. (Note:- Door lock, Floor springs, SS handles, Anodised alumnium frame work will be paid under relevant item. The cost of work is inclusive for any SS patch fittings required for work such top & bottom pivot, fixing arrangement for floor spring)

Frameless openable panels (swing doors) using 12mm thick for door leaves including making cut outs/ holes, finishing the edges with crystal edge polish ,sealents etc complete (Note:- Glass area alone shall be measured and paid)

Supplying & fixing following type of approved quality miscellaneous fittings, fixtures and fastenings along with necessary SS screws, bolts, nuts, washers, packing pieces if necessary etc. and other standard accessories, including fixing at site complete as per drawings & as per specifications and as directed by the Engineer-in-Charge.

Providing, supplying, fixing glass to glass 6 lever SS patch lock (Round type) of approved make on glass for aluminium doors complete as per drawing.

Providing, supplying, fixing approved make back to back stainless steel Handle- 600 mm long (Set including a pair of handles) including accessories for fixing it to glass, etc.complete as directed by EIC. (Note:- Cost is for one set consists of two nos of handles to fix on shutter both side (Inside & Outside))

Providing and fixing frosted strip glass film (Vinyl Sheets Sticker) 25 micron thick of approved shade/design of approved make & manufacturer (M/s. 3M or approved equivalent) over glass doors / windows etc including cutting to size, solution for fixing, cleaning the glass, wastage, labour etc. all complete as per specifications and as directed by Engineer in Charge.

Providing and fixing prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade-1, Type-ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws including cutting, wastage etc complete as all as per drawings, specifications and as directed by the Engineer-in-Charge. Note:- Aluminium snap beading shall be mesured and paid under relevant item.

12 mm thick, Prelaminated particle board with decorative lamination on both sides.

Providing and fixing in position, at all levels & loaction, stainless steel (SS- 304) Mosquito Net/ Wire Mesh/ Wire gauze made with 0.5 mm dia wire and 1.4 mm aperture (on both directions) including fixing, cutting, wastage and including painting with two coats of synthetic enamel paint of approved shade and make over a coat of approved steel primer, scaffolding etc. complete all as per specifications and as directed by the Engineer-in- Charge. Note:- 1) For aluminium work with aluminium beading channel. (Aluminium beading channel will paid under relevant item). 2) For MS door/window work with MS beading channel. 3) For wooden door, window work with 2nd class teak wood beading of suitable size.

TOTAL OF PART I-G : DOORS AND WINDOWS

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

Providing and fixing double action hydraulic floor spring of approved brand and manufacture having ISI mark as IS : 6315, having brand logo embossed on the body / plate with double spring mechanism for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and having minimum 1.25 mm thickness stainless steel cover plates with brass pivot and single piece M.S. sheet outer box with slide plate, and other accessories required for the works to facilitate smooth operation of the door shutter etc complete all as per specifications and as directed by the Engineer-in-charge.

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer of approved make conforming to IS: 3564 with ISI mark including necessary accessories and screws etc for fixing with alumnium/ wooden/ steel doors with necessary bolts & nuts, labour, scaffolding etc complete all as per specifications and as directed by the Engineer-in-charge.

Providing and fixing approved quality concealed door closer of Dorma Make or equivalent make with necessary screws, fixing to the aluminium / glass / wooden door complete as per drawings, specifications including all labour, transporting etc. and as directed by the Engineer-in-Charge.

Providing, fixing & Supplying at site of work approved quality and manufacturer, confirmed & marked with relevant IS (wherever applicable), Stainless steel (SS-304) fittings, fixtures and fastenings along with Stainless steel screws/concealed SS screws, bolts, nuts, washers,wooden packing pieces if necessary etc.and other accessories etc complete all as per specifications and as directed by the Engineer-in-Charge.

S. S. Tower bolt 150 mm long x 12 mm barrel

D type S. S. bow handle 100 mm long

D type S. S. bow handle 150 mm long

SS But hinges (Heavy Weight), IS:12817 of size (125 X 64 X 2.5 mm)

Aldrop 300 mm long x 16 mm dia. Rod with an extra staple.

Standard 75mm baby latch.

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

Providing and fixing 6 Lever Mortice Lock (Brass 100 mm mortice latch and lock with a pair of lever handle and with triplicate keys) of approved make suitable for aluminium sections with necessary screws, material, labour, cutting, making good etc complete all as per specifications and as directed by the 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 waterproofing 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, with average thickness of 115mm and minimum thickness at drain point as 65 mm. Following works are included in above item (i) 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. (ii) Laying cement concrete using broken bricks/brick bats 25 mm to 100 mm size with 50% of cement mortar 1:4 (1 cement : 4 coarse sand) using Ready mix mortar admixed with proprietary water proofing compound over 20 mm thick layer of cement mortar of mix 1:4 (1 cement : 4 coarse sand) using Ready mix mortar 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.

(iii) After two days of proper curing applying a second coat of cement slurry admixed with proprietary waterproofing compound. (iv) Finishing the surfaces with 20 mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) using Ready mix mortar admixed with proprietary water proofing compound and finally finishing the surface (to receive the China Mosaic waterproofing treatment / with trowel with neat cement slurry and marking pattern of 300X300 mm square 3 mm deep) (v) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer in Charge.

Extra for additional thickness of brick bat coba over and above standard average thickness of 115 mm for effective slope wherever required etc complete all as per specifications and as directed by Engineer-in-Charge.

Filling in bath, W/C, toilet, depressed areas with water proofing brick bat coba of the agency approved by the department at all floors, levels and locations upto the required level and making the surface finished suitable to receive floor finish, including finishing, curing, compaction etc all complete as per drawings and water proofing agency's specifications & as directed by the Engineer-in charge. (Note:- The generally brick bat coba consist of broken brick bats of size 25 mm to 115 mm with 50% of Cement Mortar (1:4) using Ready mix Cement mortar admixed with approved water proofing compound conforming to IS:2645 as per manufacturer's specifications)

Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., Kitchen and the like consisting of: 1st course of applying cement slurry @ 4.4.Kg/sqm mixed with water proofing compound conforming to IS:2645 in recommended proportions. 2nd course of cement plaster 1:4 (1 cement : 4 coarse sand) Using Ready Mix Mortar mixed with water proofing compound in recommended proportions, 20mm thick up to finished floor level and 15mm thick above finished floor level up to 600 mm. 3rd course of applying blown or residual bitumen applied hot at 1.7 Kg per sqm of area. 4th 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) etc complete all as per specifications and as directed by Engineer-in-Charge.

Providing cement based waterproofing treatment to the inside surface of water tank by giving injections to concrete bottom slab and walls with cement and approved water proofing compound solution to fill up all inherent holes, voids, honey combs etc in concrete as per 'Injection & Surface' method of the agency approved by the department using cement based waterproofing treatment of 50 mm and 25 mm thick for the floor and walls respectively, of the overhead water tank on terrace, finished perfectly smooth to correct line, level and plumb including preparing the existing surfaces, necessary scaffolding, finishing smooth, 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 & as directed by the Engineer in charge. (Note:- The measurement for payment shall be actual area covered by treatment.).

Providing China Mosaic water proofing over concrete / plastered surface of horizontal, vertical, sloped/ curved surfaces, rounded vatas, sharp corners, junctions etc., using broken pieces of approved colour/assorted ceramic tile laid over and including 20mm thick cement mortar 1:4 using Reday mix mortar screed mixed with approved waterproofing compound @ 2% by weight of cement, cost of all materials, labour, curing, breaking the tiles to the pieces of required size and shape, laying / fixing the tile pieces to the required line, slope, levels etc., providing extra screed as required for quick & easy flow of water, curing etc., at all height sincluding 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.

Providing waterproof readymix cement sand mortar 1:4 mixed with non shrink properties of M/s Fosroc / Krishna Chemical or equivalent @ 10kg/bag of cement including racking out of the joints 25 mm wide x 25mm depth, cleaning, mixing the mortar in appropriate ratio, filling in the 25 wide x 25 mm depth racked out joints of RCC, brick work, also extending the mortar projection with about 50 mm wide, 10 to 12mm thick over the joints, curing, single/ double scaffolding wherever required etc. complete all as per specifications and as directed by the Engineer- in- charge. Note:- The contractor shall furnish guarantee bond on appropriate stamp paper in the proforma as per Section 10 (iii) of Conditions and Clauses of Contract - 2008 for the entire waterproofing treatment for maintaining the surroundings and under side surfaces of the waterproofing treated area in bone dry condition for 10 years. During the guarantee period the contractor shall attend all leakages, defects etc. if noticed, free of cost, starting the work of checking up and rectification within a week's time from the date of intimation about such leakages/ defects.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.

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. e) Only Ready mix Mortar of approved make shall be used. For richer proportion additional cement to be added in required proportion.

Cement plastering work Using ready mix cement mortar having Cement : Sand (1:4) and finished thickness as specified below without neat cement punning, at all floors, levels & locations, in single/ double coat (as specified) over concrete/ masonry surface including surfaces preparation, even & smooth surface in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC.

12 mm thick

15 mm thick

Sand faced plastering work using Ready mix cement sand mortar (1:4) and finished thickness as specified below at all floors, levels & locations, in single/ double coat (as specified) over concrete/ masonry surface including surfaces preparation in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC.

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

12 mm. thick in single coat for independent concrete surfaces with waterproofing agent @ 2% by weight of cement or as per manufacturers specifications.

Providing and applying minimum 1.5 mm thick synthetic plaster finish of approved make over plastered surface by applying two coats of synthetic plaster by trowel/spray and as per approved design/colour/shade/pattern including finishing the sharp edges at corners, nitches, etc to perfect line, level, plumb and applying two coats finish of approved premium exterior emulsion paint (with PU and sillicon technology) as per manufacturer's recommendations and specification, of approved colour and shade, including all labour, materials, scaffolding, double height staging if required and surface preparation, in plane/curved/any geometric shaped surface, external / internal surfaces, at all heights, leads, lifts and location as specified in the drawing all complete as per specification and as directed by EIC. (Note:- Finished surface area shall be measured for payment. Synthetic plaster shall have alkali, acid and UV resistant properties and having VOC content less than 50 grams/ litre.). (Using Renovo / Durasheild/ Ruf & Tuf of Sherwin Williams (BJN Paints), Chemtex or approved equivalent)

Providing & fixing in position GI chicken wire mesh / plaster mesh (Hexagonal shape) of M/s Arpita Plaster mesh or approved equivalent, of 12 mm size hole, made out of galvanised wire of nominal thickness 22 Gauge with zinc coating with necessary "U" hooks, clips or nails at all floors, levels & locations, wherever required to prevent development of cracks in plaster surfaces (Wall-beams joint, Wall-column joint, electrical chasing work, opening of door window to prevent diagonal cracks and other similar loactions to prevent development of cracks in plaster surface) including cutting, fixing, wastage etc complete all as per specifications, drawings and as directed by the Engineer in charge (Only area of chicken mesh provided shall be measured for payment)

Making various elevational features such as panels/ arches/ mouldings/ bands of various sizes and shapes as mentioned below in C.M. 1:4 using Ready Mix Mortar in proper line, level, shape and design as shown in the drawings, fixing chicken wire mesh if required (to be paid under relevant item), preparing surfaces, rendering with sponge, scaffolding, curing, etc., complete all as per drawing, specification and as directed by the Engineer-in-Charge.

Bands of various width upto 200 mm wide (10 mm projection over plastered surface)

Panel projections of various size (100 X 100 mm to 500 X 500 mm size) etc (10 mm projection over plastered surface)

Providing vatas 150 x 150 mm at junction of walls and chajjas canopies etc. with cement mortar 1:4 using Ready Mix Mortar (RMM) of approved maufacturer to match surrounding plaster to the required profile including adding water proofing compound @ 2% by weight of cement or as per manufacturers specification, scaffolding‚ curing etc. complete as per specifications and drawings and as directed by the Engineer-in-charge.

TOTAL OF PART I- J : PLASTERING WORK

PART I-K : PAINTING

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

Providing & applying acrylic emulsion (plastic) paint for internal plastered surfaces in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made acrylic emulsion paint of approved make and shade including one coat of approved cement / acrylic primer (water thinnable) including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Acrylic emulsion shall have VOC content less than 50 grams/ litre)

On New Surfaces

Providing & applying exterior grade 100% acrylic emulsion paint for external surfaces (plastered / concrete) in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made acrylic emulsion paint of approved make, shade and pattern including one coat of approved acrylic based water repellent primer including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Acrylic emulsion shall have VOC content less than 50 grams/ litre. UV resistance as per IS:15489, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.

Over Sand faced plaster, terracotta clay jali etc.

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, the sample should be fixed at site or kept in the office of the Engineer-in-charge till completion of the work.

Structural steel work at all floors and locations in grills, guard bars or windows, frames, Fence, pit/ trench covers, cover bracket for slanting chajja, trap door, railing, balcony hand railing, hoisting hooks, smoke vents etc. using angles, channels, 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/ brickwork/blockwork/ marble/ granite stone with necessary hold fasts/ stainless steel screws & rawl plugs by drilling etc. and finishing the concrete/ brick work/ blockwork after fixing/ embedding including painting two coats of zinc chromate on all unexposed surfaces and two coats of synthetic enamel paint of approved make, shade, finish 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 & fixing stainless steel work for pipe hand rail at staircase, Entrance Ramp and other stainless works such as spool pieces, pipe sleeves etc, at all floors, levels & location conforming to SS-304 grade of steel preferably schedule-10, using SS pipe in horizontal at top, vertical, inclined including solid pipes as per drawing or as per pattern & design approved by EIC and including necessary S.S bend, tees, Embeded plates, nuts, SS bolt,necessary welding, anchoring with SS anchor fastner of M/s Hilti, grinding, buffing, polishingand fixing in concrete / wall with S.S lugs, making pockets, concreting, making good the surfaces etc. as per specifications, drawings and as directed by Engineer-in-Charge. ( Note:- For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

Providing and fixing at all levels, locations and at all floors, terracotta clay jali having minimum thickness of 63 mm and approx size of 200 mm X 200 mm of approved pattern, design, shape and manufacturer, including proper joining of junctions using polymer modified thin bed adhesive suitable for terracotta clay jali including all formwork, pointing, finishing the surface, curing, scaffolding, hoisting, erecting & fixing in position, wastage, labour etc complete all as per specifications and as directed by EIC.

Designing, providing and fixing of 4 mm thick Aluminium Composite Panel (ACP) cladding of approved make and shade at all levels, location & floors including soffits of over-hangs but excluding aluminium frame work with grids filled in with weather silicon sealant as per the drawings for linear as well as curvilinear portions of the building. The Aluminium Composite panel (ACP) composition shall be of 0.5 mm thick PVDF coated aluminium sheet + 3 mm thick low density polyethelene virgin resin core + 0.5 mm thick polyester (PVDF) coated Aluminium sheet, including all labour, material, stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods, cutting, fixing, wastage, scaffolding all complete as per approveddrawings, specifications and as directed by the Engineer-In-Charge. Note:- Aluminium frame work will be paid under relevant item. ACP shall be measured to the actual visible area of the ACP sheet including silicon joints as fixed on site. The rate shall be inclusive of following:

1. Structural analysis, design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight. 2. The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge.

Providing and fixing of 100% eco – friendly Light weight calcium silicate inorganic modular Acoustical light weight grid ceilings at all heights having 15 mm thick integral densified edges of Tegular/board edged of Size 595x595MM of M/S Aerolite Industries Pvt.Ltd. Manufactured using Non cementitious Calcium silicate Binders reinforced with eco- friendly inorganic Fibres with Minimum eco-friendly recycled content of 50% (For Green Buildings). The ceiling Tiles should be free from Chemicals, asbestos having Zero VOC for better indoor Air Quality as per requirements of IGBC / Griha. The ceiling tile should be of approved texture, design and patterns like Spectra / Quadra Spintone / Cosmos / Globe / Hexa / Plain having NRC (Noise Reduction coefficient) of 0.50 to 0.75 (for semi perforated and fully perforated range of tiles), Light reflectance of 85% (minimum). False ceilings shall be Tested and classified to fire classification class of A1(Non – Combustible), S1(Zero Smoke), d0 and it should be Mandatorily 100% Non-combustible as per BS: 476 Part IV, Part VI for Non-Flame spread & Part VII for Non flame Propagation & also classified as Non ignitable and smoke developed of 0-5 onlyin accordance with ASTM-E84 as per requirements of UL 723/

NFPA 101 of international buildingsafety code. False ceilings must have 100% RH Property guaranteed for 10 years free replacement for sagging/warping and bending. Thermal conductivity of 0.043 W/m°KC to 0.050 W/m°KC as per IS 3346/1980 (High Thermal Insulation). 100% Antifungal, Antibacterial confirming to JIS-Z-2801 and ASTM- G-21 certified by NABL accredited labs. The tiles shall have Thickness: 10 mm thick in the centre and 15mm thick all around on edge resting portion with integral densified edge. 350 kg/M3 in the centre 10 mm thick portion and 450 Kg/M3 cube on the edges, (Average 360 kg per cum as per ECBC Code 2007).The framework shall be suspended from ceiling by slotted cleats of size 25X35X1.6mm fixed to ceiling with 12.5mm dia and 50mm long dash fasteners and to be suspended by Galvanised 6mm Threaded rod up to 1000 MM Length with Galvanised L Shaped level adjuster of Size 76Z25 X 25 X 1.6mm length with MS Z Cleat of size 25 X

37 X 25 X each 1.6 MM with Pre-cut hole on the 25 mm Flanged, spaced at 1200mm centre to centre. The tile shall be laid on Main runner of size 24x32X0.3MM having 24 MM flange colour white having rotary stitching on all T sections, i.e., the main runner, 1200 mm & 600 mm cross tees with a web height of 28mm &0.3 thickness & load carrying capacity of 11-15kgs/Sqm. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge/Manufacturers Specification. Note:- The entire grid system shall be designed to bear a distributed load of minimum 15 kg/sqm. The rate shall include providing necessary openings for light fixtures, diffusers, trap doors etc to be made as per layout drawings. Vertical masking if any shall be measured under this item without any extra cost. The main tees to be suspended from the ceiling / soffitwith the help of metal dash fasteners of 6mm x 50mm soffitcills of 25mm x 35x 1.60mm and 4mm dia G.I wire withgalvanised spring steel leveling clips. The work shall be carried out as per directions of Engineer-in-charge. (Only calcium silicate false ceiling area will be measured for the purpose of payment)

Supplying and fixing in position various dia GI pipe for sleeves, railing, ladder in PH shafts and at terrace for over head water tank, using 'B' class (medium duty) GI pipes of any diameter as per requirement and as per drawing for verticals and steps/ Railing/ spout/ sleeves etc. including cutting, bending, welded properly in line and level to the verticals, providing necessary bracings, hold fasts etc. at all levels and anchoring the ladder/ railing with necessary brackets fixed in cement concrete 1:2:4, finishing including painting all exposed surfaces with two coats of synthetic enamel paint of approved make and colour over a coat of approved primer etc. complete as per specifications, drawings and as directed by the Engineer in charge.

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 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.

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 Engineer in charge.

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

size 200mm x 300mm for "STAIRS" "RAMP" 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.

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

Size 200 x 200 mm for "IN CASE OF FIRE DO NOT USE LIFT USE STAIRS/RAMP" with direction

Size 150 x 300 mm for LIFT / FIRE LIFT (HINDI AND ENGLISH)

size 100mm x 300mm for "FIRE SHAFT"/ "PH SHAFT"/"TELEPHONE SHAFT"/ "ELECTRICAL SHAFT"/ FIRE HOSE BOX/FIRE HYDRANT /FIRE ESCAPE/FIRE EXTINGUISHERS/FIRE ALARM CALL POINT/DG SET AREA / REFUSE AREA/UG TANK/SUB STATION/ELECTRICAL PANEL ROOM/PUMP ROOM

Restroom Cubicles:- Providing & fixing Greenlam Sturdo Magna Collection - Fuse-In Restroom Cubicle (of following standard dimension which includes 600mm door size width) self-supporting 12mm thick compact laminates made out of, urea free, thermosetting phenolic resins treated Kraft papers as core material and Amino plastic resin treated decor papers on the finish surface, conforming to latest and applicable IS: 2046-1995, EN 438:2016 and NEMA LD3-2005 qualitystandards with Antivirus, Antibacterial and Antifungal properties (conforming to ISO 21702:2019,JIS Z2801:2010 and ASTM G21-2015 standards respectively) to fulfil the applicable requirements of indoor air quality certifications for Greenguard-Gold standards. This also includes providing and fixing in position necessary hardware made out of Aluminium 6063 -T6 in Charcoal black anodised finish & Zinc Diecasted Charcoal black/Antique gold anodised finish hardwares as per manufacturer’s specifications & Magna Architects instructions like

(1) SS grade 316 Spring loaded hinges in Collection- black powder coated finish with antique gold lacquered hinge covers Fuse-In (2) Anodized metallic antique Gold finish over Zinc die casted black Model Of charcoal finsh slide Bolt with Occupancy indicators (3) Coat hook in Greenlam Anodized Antique Gold Finish on zinc Die casted body and fine Sturdo spark texture on pvc parts (4) Aluminium U & F- profiles with snap fit Screw Cover made from aluminium alloy grade 6063-T6, Anodized in Charcoal black color in matte finish (5) Zinc die casted adjustable foot ( Mid Panel Mounted or Divider Setback Leg) in dual color finish of Charcoal black and Antique gold color (6) Top rail with end cap is a Box shaped Extrusion made of aluminium alloy grade 6063-T6 in charcoal color Anodized matte finish,which will get fixed with pilasters with SS Screws, (7) Rubber noise deafening tape, (8) Screws & wall Plugs ( SS-316). All screws will of 316 Grade in stainless steel. All pilasters are supported by Zinc diecasted charcoal black/anitque gold anodize finish with Mid panel mounted Set Back Leg /divider mounted straight leg, anchored to the floor with a ground clearance upto 100 to 150mm.

Toilet Cubicle with standard dimension of 1985mm Height x 1000mm Width x 1500mm Depth, which includes 600mm door size width).

Toilet Cubicle I-Shape (Front Partition) with standard dimension of 1985mm Height x 1000mm Width which includes 600mm door size width).

TOTAL OF PART I-L : MISCELLANEOUS WORKS

PART I-M : DEVELOPMENT WORKS

Proof rolling with 8/10 tonne power roller over Sub-Grade of the road to achieve proper consolidation including watering etc complete all as per specifications, drawings and as directed by the Engineer-in-Charge.

with stone supplied by contractors 230 mm consolidated thickness materials within a lead of 150m and all inherent lifts etc. to the required location as directed by the Engineer -In-Charge.

Construction of granular sub - base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MORTH specifications 401. (The material of the GSB layer confirming Table 400.1 shall be spread in layers of uniform thickness of 200 mm compacted thickness).

Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam as per (MoRTH grade TABLE 400-1. GRADING FOR CLOSE-GRADED GRANULAR SUB- BASE MATERIALS compacted layer shall not be less than 75mm and shall not be more than 200mm) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/ Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc by mechanical means at all leads & lifts all as directed by EIC and per MORTH Specifications, clause 406.

Providing and laying Dense Graded Bituminous Macadam (Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP / DMP 60-90 TPH capacity / 80 - 100 TPH Capacity using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects, with VG30 grade bitumen etc as per drawings as directed by EIC

Providing and laying semi dense bituminous concrete 25mm thick using crushed stone aggregates of specified grading, premix with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site laying with paver finisher with electronic sensor to the required grade, level and alignment and rolling with smooth, vibratory and tandem rollers to achieve the desired compaction and density as per MORTH specifications clause no. 500.8 complete in all respects as per MORTH specifications 508. with VG10 grade bitumen as per drawings as directed by EIC

Tack Prime - Providing and applying Prime coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom etc. complete as per specifications MORTH specification no. 503

Tack Coat - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom etc. complete as per specifications MORTH specification no. 503

Providing and fixing factory made precast BULL NOSE kerb stone of cement concrete minimum M-25 grade, of size 125 mm wide and 375 mm deep curved at inner edge of 25 mm radius, having length 500 to 600 mm / or size as directed by EIC / as per IS:5758 including necessary form work, compaction, finishing, curing, fixing with CM 1:4 (using reday mix mortar), jointing and pointing in cement mortar 1:4 (using reday mix mortar) including earth work and providing & laying 75 mm thick & 200 mm wide PCC 1:4:8 for foundation below kerb stone, and painting in pattern with approved shade & colour synthetic enamel paint two coat over a coat of primer etc. complete all as per specification and as directed by the Engineer- in- Charge. (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Providing and fixing precast water table, of approved make and splay or flush type made of cement concrete of grade M-40 (using graded stone aggregate of 20 mm thick max. size) of approx. size 500 X 325 mm and 100 mm thick, including necessary form work, consolidation, finishing. curing, fixing with ready mix mortar (having CM 1:4), jointing and pointing in ready mix mortar (having CM 1:4) etc. complete as per specifications and as directed by Engineer-in-Charge.

Painting the lane marking strips 2.5mm thick on asphalted/concrete road surfaces, mechanically with retro-reflective thermoplastic road marking of approved shade of THERMOLINE of M/s. Asianpaints ltd. Or approved equivalent confirming to BS 3262 PART 1/ 1989 or latest version, including heating the raw material to180-200 degree celsius in the pre heater with adequate agitation till it becomes homogenised liquid for painting, including cleaning painting on pedestrian crossing, speed brakers etc.including providing all safety measures like barricading the roads, dividers etc. complete all as per specification of the manufacturers and as directed byEngineer in Charge.

Providing, laying & fixing precast interlocking paver blocks of following grade of approved make, over a layer of 50mm thick stone dust over well consolidated sub-base including filling the joints with stone dust etc., transporting to site, placing to proper line & level, finishing the top surfaces with two coats of lacquer finish etc. including cost of all materials labour, tools etc. complete as per specifications, drawings and as directed by Engineer-in-Charge.

80mm thick with paver block of M40 grade of approved design and colour

Providing, laying and fixing in position 60 mm (min.) thick dressed natural Granite stone blocks of M/s Unistone / M/s King stone or equivalant in flooring (approx size 110 mm x 110 mm of approved pattern) of M/s Unistone/M/s kingstone OR equivalent in required sizes, shade, shape and pattern in plain/curved or any geometric shape of approved quality & colour in in flooring fixed with MYK Laticrete 335- Multipurpose adhersive or equivalent over 12 mm thick cement mortar backing of mix 1:4 (1 cement : 4 coarse sand) using ready mix cement sand mortar including grey cement slurry/paste and grouting the joints matching colour including rounding the (edges in semicircle) exposed edges, wastage ,etc.complete.as per specifications and drawings and directed by Engineer-in-charge.

Providing and fixing 900mm and 1200mm dia NP-4 ISI marked hume pipes in trenches, jointing the pipes with CM 1:2 with Spigot and socket joint, laying to the required line, levels, scope etc. Complete as per specification and as directed by Engineer-in-charge.

900 mm dia NP4 ISI marked hume pipe

1200mm dia NP4 ISI marked hume pipe

Providing & laying UPVC under ground drainage pipes & Fittings of approved make for storm water drains & Sewer lines of following size conforming to IS:15328 to proper level & grade, jointing including providing coupler with cement solvent / welded joints / as per manufacturer's requirement, encasing the pipe using course sand complete all as per specifications, drawing and as directed by the E.I.C. Item includes providing and fixing UPVC fittings such as Bends, Tees & Y, Reducers, Blanking Plugs, Couplers, Adaptors etc. all complete.

For Drainage & Rain Water Works 110 mm DN (SN 8kN/m²-SDR34)

For Drainage & Rain Water Works 160 mm DN (SN 8kN/m²-SDR34)

For Drainage & Rain Water Works 200 mm DN (SN 8kN/m²-SDR34)

Supplying precast fibre reinforced concrete perforated frame and covers for storm water drains / chambers, approved by BMC / Engineer in Charge of approved manufacturer, tested to ultimate load as per IS 1726 (part-I; latest revision) including transporting, placing in position etc.complete as per specifications and as directed by the Engineer in Charge.

Heavy duty perforated covers M-50 to withstand Heavy traffic tested as per IS-1726, cover of approximate size 700x550 mm and thickness not less than 100mm, having 75mm bearing with circular holes as required and frame with size 850x700x150 mm thick as per specification, drawings and as directed by the Engineer in Charge. Note : The thickness indicated is minimum requirement. However the rates are inclusive for higher thickness of drain covers as per the design requirement specified by Manufactureres.

TOTAL OF PART I-M : DEVELOPMENT WORKS

Description of Work / Item(s)

Amount

ABSTRACT OF PART - II : PUBLIC HEALTH ENGINEERING WORKS

PART - II - A : SANITARYWARES & CP APPURTENANCES

PART - II - B : WATER SUPPLY SYSTEM

PART - II - C : DRAINAGE SYSTEM

PART - II - D : EXTERNAL WATER SUPPLY SYSTEM

PART - II - E : EXTERNAL DRAINAGE SYSTEM

PART - II - F : RAIN WATER HARVESTING SYSTEM

Description of Work / Item(s)

Amount

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

Providing and fixing in position following Vitreous China Wall Hung type Wash down pattern water Closet consisting following items of work:- i) Providing Vitreous China wall hung type wash down pattern Water Closet ( EWC ) conforming to IS 2556 (part XVI) with integral "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 CI/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 and fixing in position following Vitreous China Indian water Closet consisting following items of work:- i) Supplying Vitreous china Indian water closet ( Box rim pattern ) of following type conforming to IS:2556 ( part-II ) with integral foot rest, W.C Connector and PVC "P" or "S" trap having water seal not less than 50 mm with / without vent as per requirement. ii) Fixing the Water closet in position, jointing the trap, water closet and UPVC pipe by Epoxy grout or Rubber seal as per pipe manufacturer. iii) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps with white / matching colour cement etc. all complete. iv) Testing the system to the full satisfaction of the Engineer-in-Charge.

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 / ceramicTrap (with/without vent) & WC connector etc.all complete.

Providing and fixing urinal of approved make consisting following items of work) Providing urinal of approved make, and placing it in position as shown in the drawing or as per manufactures specification or as directed including finishing the joints with white / matching colour cement all completeii) Providing various CP fittings such as Waste Coupling , Bottle Trap including provision 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 Manufactures specification or as directed by Engineer-in Charge.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 etc. all complete as directed by Engineer-in Charge.v) Testing the system to the full satisfaction of the Engineer in Charge.

Vitreous china urinal of Starwhite/snow white/bright colour as per Hindware Cat. No. 60010 "Dyna" model or Cera cat. No. S4020113 "Civic" model or Parryware Cat. No.C0580+C8123 "Whiz" model with connector etc.all complete.

Supplying 18 mm thick of specified colour, both sidepolished, rounded corner, edges moulded, plate of following size, fixing the partition inposition, embedding 75 mm deep into the wall withcement concrete of grade M-15, including cutting chasesof size 75 mm X 100 mm in the wall, finishing the jointswith white cement etc. all complete as directed.

750 x 575 mm size Granite Partition

Providing Flushing arrangement to Water Closets including providing and fixing manually operated PVC low level Flushing Cistern consisting following items of work:-i) Providing PVC low level flushing cistern with all inside syphonic fittings, duly assembled conforming to IS:7231 of in etc.as per the manufacturer's recommendation all complete.position using CP brass screws, rawl plugs, bracketsapproved make with handle, fixing the cisternii) Providing 40/32 mm dia.uPVC (6Kg) flush pipe from Flush tank to Water Closet, concealed in the wall as directed making connection with W.C pan including the cost of fittings, fixtures and jointing materials etc. all complete including providing & fixing 15 mm dia. PVC coupling with mosquito proof jalli at overflow outlet.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.v) Flushing cistern and WC shall be from the same manufacturer.

Flushing arrangement with low level Dual Flush Cistern of Starwhite/snow white/bright colour as per Hindware "Sleek Essence Dual Flush" model or Cera cat. No. B1020106 "Compass Twin Flush" model or Parryware Cat. No. E8110 "Slimline Dual Flush Deluxe" model for WC.

Providing Flushing arrangement to Urinal including providing and fixing Sensors / manually operated flush valves consisting following items of work:- i) Providing and fixing flush valve/Sensor in position as per the manufacturer's recommendation, making water inlet connections all complete. ii) Providing & laying 15 mm dia. CPVC (SDR11) / 15 mm n.b GI class 'C' Flush Pipe / CP brass inlet connection from Flush Valve / Sensor to Urinal, concealed/exposed in the wall as directed making connection with Urinal spreader and flush valve / Sensor including the cost of heavy quality CP brass Spreader combatible to the Urinal, necessary fittings, fixtures, jointing materials etc. all complete. iii) Cutting hole, making chases in the wall, floors, slabs etc. and reinstating the surface to the original condition, painting all metallic parts with two coats of flat oil paint of approved make and shade over a coat of primer, finishing the gaps with white/ matching cement etc. all complete. iv) Testing the entire system to the full satisfaction of the E.I.C.

Flushing arrangement with flush valve of Jaquar 'Pressmatic' make Cat No.PRS-073 Auto closing Concealed Urinal Flush Valve With Wall Flange, Flush bend, cutting hole, testing etc.for Urinal or approved equivalent Make

Providing and fixing first Quality Vitreous China hand wash Basin Consisting following items of work. - i) Providing Wash Basin and placing it in position as shown in the drawing or as per manufactures specification or as directed including finishing the joints with white / matching colour cement all complete. ii) Fixing various CP fittings such as Waste Coupling, Bottle Trap 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 grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting, 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 Watersupply Inlet connection of following make for washbasin, flush tank, kitchen sink etc with brass check nutson both ends and fixing it in position as directedincluding the cost of jointing materials and testing forleak proof joints all complete.

450mm Long Braided Hose with Two 15mm Nuts & Rubber Washers (Suitable for Geysers) of Jaquar cat. No. ALD-805B or approved equivalent make.

Providing & fixing in position best quality bevelled edgeplate Glass Mirror with PVC frame of following size with 6 mm thick marine ply wood (confirming to IS:710), fixed with required numbers of CP brass cupscrews and caps, washers etc. including drilling holes, providing & fixing rawl plug in RCC/ brick wall, woodenpacking 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 450mm / of required size with 6 mm thick marine ply wood (confirming to IS:710:2010) backing & PVC mouldedframe of approved shade or as directed by the E.I.C

Providing & fixing in position following approved quality water saving 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 Bib Cock Auto Closing System with Built-in Control Cock with Wall Flange of Jaquar 'Pressmatic' Cat.No.PRS-043 or approved equivalent make

C.P. brass Pillar Cock Auto Closing System of Jaquar 'Pressmatic' Cat.No.PRS-031 or approved equivalent make

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

C.P. brass Consealed Stop Cock with adjustable wall flange of Jaquar Cat. No. ALD-081 (25mm) with Exposed Part kit of Jaquar 'Florentine' Cat.No.FLR-5083 NK complete or approved equivalent make

C.P. Health Faucet with 8 mm dia 1.5 m long flexible tube & Wall Hook of Jaquar Brand 'Allied' Cat. No. ALD-587 or approved equivalent make

C.P. brass Bottle Trap 32mm Size including Wall Connection Pipes & Wall Flange of Jaquar Cat.No. ALD-769L250x190 / 769L300x190 or approved equivalent make

C.P. brass Waste Coupling 32mm size of Jaquar Cat.No.ALD-709/709L130/705/705L130 or approved equivalent make

C.P. brass Sink Cock with wall flange of Jaquar 'Florentine' Cat.No.FLR-5347SD/FLR-5357SD or approved equivalent make

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 Engineer Incharge.

C.P. Brass Toilet paper Roll Holder of Jaquar Brand 'Continental' Cat. No. ACN-1151N or approved equivalent make

C.P. brass single Towel Rail 600mm long of Jaquar Brand 'Continental' Cat. No. ACN-1111SM or approved equivalent make

C.P. brass Double Coat Hook of Jaquar Brand 'Continental' Cat. No. ACN-1161N or approved equivalent make

C.P. brass Soap Dispenser with Glass Bottle of Jaquar Brand 'Continental' Cat. No. ACN-1135N or approved equivalent make

C.P. brass Corner Glass Shelf (with Bracket) of Jaquar Brand 'Continental' Cat. No. ACN-1173 or approved equivalent make

Supplying Stainless steel Sink of following size with or without Drain board, approved make, moulded out of 19 SWG (1mm) stainless steel sheet of grade AISI304 (18/8) with waste coupling conforming to IS:13983,placing and fixing the Sink in position to correct line and level with basket type choke-stop strainer (wastecoupling), Check nuts etc. including the cost of jointing materials, finishing the edges with white / matching colour cement as per manufacturer's recommendation all complete as per specification and as directed by EIC.

Stainless steel Sink of Nirali brand 'Elegance' Large(10") with Drain board and with 'Satin' finish of overall size 1145 x 510 mm (Bowl size 560 x 410 x 250 mm) or approved equivalent make.

Providing and fixing in position following Vitreous China Pedastal type Wash down pattern water Closet, Wash Basin and supporting rails for Paraplegic consisting following items of work:- i) Providing Vitreous China padastal type wash down pattern Water Closet (EWC) conforming to IS:2556 (Part II) with integral "P" trap outlet with water seal not less than 50mm with vent and necessary 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) Providing Wash Basin and placing it in position as shown in the drawing or as per manufactures specification or as directed including finishing the joints with white / matching colour cement all complete.

v) Providing various CP fittings such as Waste Coupling of Jaquar Cat No. 705/709, Bottle Trap of Jaquar Cat. No. 769 including fixing 32/40/50 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. vi) Fixing the Wash Basin in position, including providing M.S./C.I. Brackets & Screws for the basin. vi) Fixing grab rails as per drawing or manufacturer's recomandations vii) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps with white / matching colour cement etc. all complete. vi) Testing the system to the full satisfaction of the Engineer-in-Charge.

Providing & fixing a Vitreous China European Water Closet Paraplegic set of Starwhite (Standard) colour with P trap of Hindware make Cat. No. 70002 Matrix Set-1 consisting of Wash Basin 65 x 35 with one pair mounting brackets, EWC & Cistern complete with fittings & seat cover, one no. hinged rail 76 cm and four nos of grab rails 60 cm.

Total of Part II: - A

Part-II- B : Water Supply System

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 40/80 for CPVC pipe having nominal size 65 mm (2½”) 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/ UPVC/HDPE pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only. 3) Exposed pipe fixing arrangement include providing & fixing slotted G.I. section & U clamps bolts arrangement for grouping of pipe. Sloted section thickness should not be less than 2mm.

20 mm(¾") n.size (SDR-11 as per IS:15778)

25 mm (1") n.size (SDR-11 as per IS:15778)

32 mm (1¼") n.size (SDR-11 as per IS:15778)

40 mm (1½") n.size (SDR-11 as per IS:15778)

50 mm (2") n.size (SDR-11 as per IS:15778)

Schedule 80 65 mm (2½") n.size (Shedule 80)

80 mm (3") n.size (Shedule 80)

Supplying, fixing & concealing on wall / beams / columns etc. the following sizes UV- stabilised Chlorinated PolyVinyl Chloride (CPVC) Pipes & (male / female) brass threaded fittings 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 (2½”) 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 work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. iv) Testing the pipe line 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. NOTE:- 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI/ CPVC/PP-R/ UPVC/HDPE pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only.

20 mm(¾") n.size (SDR-11 as per IS:15778)

25 mm (1") n.size (SDR-11 as per IS:15778)

32 mm (1¼") n.size (SDR-11 as per IS:15778)

40 mm (1½") n.size (SDR-11 as per IS:15778)

Supplying and laying below the ground or floor, the following diameter uv-stabilized Chlorinated Poly Vinyl Chloride (C-PVC) pipe line of specified class, consisting the following items of work:- i) Supplying CPVC pipes and all required CPVC plain / 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 40/80 for CPVC pipe having nominal size 65 mm (2½”) and above. ii) Laying and fixing the pipe and specials below the ground or floor to correct line, level and plumb for water supply line. iii) Making leak proof threaded/welded joints. including cutting the pipe, cleaning, marking, jointing, etc. and including the cost of jointing materials. iv) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition.

v) Providing and fixing C-PVC weldable / threaded fittings such as Union, Nipples, Bends, Elbows, Tees, Reducers, End caps, Couplers, Adaptors, Saddles, Plugs, Tank connectors, Expansion loops, Bypass bends, etc. vi) CPVC pipes and fittings shall be of same brand. 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. Note:1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI / CPVC pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings Only. 3) Excavation and refilling shall be paid under relavent item.

50 mm (2") n.size (SDR-11 as per IS:15778)

Providing, instaling, fixing, connecting, testing 75 micron Super Flow Plus filter, of M/s. Jain Irrigation Systems Ltd., of following Model Nos, fitted with pressure gauge, water drain and emptying plug. etc all as per specifications, Drawings and as directed by EIC. NOTE: Threaded fittings of CPVC/UPVC shall be of Brass Threaded only.

DJPSFP50SW, Max. working pressure = 10 kg/cm², Flow rate = 50 m³/hr, Inlet/Outlet Connection = 3"

Providing and Fixing Ball Valve as per relevant IS 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/UPVC/GI specials if required & testing the joints. etc complete as per directions of engineer-in-charge. NOTE: 1) Item Includes Flange jointing 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/UPVC shall be of Brass Threaded only.

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

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

50 mm dia.

Supplying & fixing following size C.P. brass Coupling with approved quality C.P. brass Mosquito proof jalli including providing CPVC/UPVC/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/UPVC pipes etc. complete as specified & directed for overflow / vent pipe of water tank.

50 mm size

Construction of fly ash / AAC /kiln burnt clay brick masonry valve chambers of following dimensions for depth as mentioned below comprising of 250 mm thick brick masonry in cement mortar 1:4 over a bed of 150 mm thick cement concrete of grade 1:2:4 for foundation with 150 mm offset allround, including racking out joints & plastering in cement mortar 1:3, 20 mm thick both on internal and external surfaces, internal surfaces finished smooth with a floating coat of neat cement, Fixing (FRP/GRP composite / DI / CI / SFRC / RCC / MS) Frame and cover of approved make all as per specifications and directions of the E.I.C. including dewatering the pit, if required till completion of the work all complete. Note: steps / foot rests / rungs will be mesured and paid under relavant item.

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

Extra over above item no. 323.01 for additional depth of valve chamber beyond initial depth of 0.60 mtr. without steps / foot rests / rungs etc. all complete.

Providing PVC Double Action Air Release Valve of following size manufactured by 'Jain Irrigation Systems Ltd.' and fixing it on the top most point of the water supply riser at terrace floor/ at required place by threaded joints as per manufacturer's recommendations all as specified and directed by EIC.

1"/25mm size Jain ARV-C : DARVC100, Max. working pressure = 10 kg/cm²

Supplying & fixing following Stainless Steel (grade 316) spool pieces of required diameter having flange on one/ both end with flange holes in flanges for fixing with nut & bolts (OR) with screwed ends on both/ one end as per site requirement and as directed by the Engineer in charge, having 450 mm/ required length, providing 3D x 3D (where D is the outer diameter of pipe) and 4 mm thick stainless steel puddle plate (minimum size 150mmx 150mm) welded to it including cutting the plate to required shape and fixing in the reinforcement at the center of RCC wall/ slab at required level, height etc including cutting the form work provided for casting concrete etc., complete all as per specifications and as directed by Engineer-in-Charge. Note:- Actual weight of spool piece only will be measured for payment and no payment will be made for any wastages.

40 mm to150 mm dia

Providing GRP / FRP composite Mosquito proof hinged cover with frame for Overhead Water Tank manhole (having loading capacity not less than 300 Kg) of approved manufacturers, having suitable locking arrangement for Manhole opening of water tank, fixing the cover by providing corrosion resistant studs, nuts, built-in hold fasts etc. by chasing or cutting holes and grouting with cement mortar 1:1 by adding approved water proofing compound @ 2% by weight of cement, all complete as per specification and as directed by EIC. Note: OHT manhole cover shall be approved by local autority like BMC

600 mm dia.

Total of Part II: - B

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 dia 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 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) Exposed pipe fixing arrangement include slotted G.I. section and U clamps. Note: Earthwork excavation for trenches shall be paid under relevant items For Soil & waste, Vent and Rain water pipe lines

75 mm dia.

110 mm dia.

160 mm dia.

Supplying, fixing & concealing on walls/ beams/ floors 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 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 ( Forthreaded fittings) of approved make, cutting the pipe to required length, preparation of surface, necessary tools etc. all complete.

iii) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition (No Chases in RCC wall, column, beam, slab, chajja,etc shall be made with out getting the permission from Engineer In charge & structural design Enginner) 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 40mm effective water seal, fixing the trap in position and connecting with waste water pipe by cement solvent/ as per manufacturer's recommandation, embedding the trap in cement concrete 1:2:4 to correct level and gradient, providing and fixing 150 x 150 mm size top tile with central strainer & flat cover/ flush strainer, closing the side inletes 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 50 size of approved make with 3 pc top tile & flush strainer, mat finish, including Chilly /Cockroach Trap of approved make in plastic.

Providing and fixing HDPE sheet flashing fabricated by welding HDPE flexible sheet with 160 mm dia 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. NOTE: HDPE sheet flashing shall be sticked watertight over RCC / Cement Concrete surface by using approved synthetic glue as per manufacturers recommendation and as directed by the Engineer incharge. 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 immeadiately, allowed to be dried and after drying it is to be covered watertight with cement mortar1:2 mixed with waterproofing compound @ 2% by weight of cement as per required shape and form. Item includes providing uPVC reducer for connecting to 110 mm dia pipe.

450 x 450 mm size HDPE sheet Flashing fabricated from 8 mm thick HDPE sheet and PN 6 grade 160mm dia HDPE pipe including 160 x 110 dia reducer.

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

Providing, jointing and fixing 'RAINY' online Filters, model as below on roof rain water downtake pipeline at suitable location including fixing the Filter Unit on the wall using suitable anchor bolts, brackets, nuts etc. as per manufacturer's requirement, testing etc. all complete. The cost shall include all accessories, specials etc. to commission the Filter. Item also includes Providing and Fixing 110mm dia uPVC Ball valve (white, off-white or grey colour, agri class) of Approved make suitable for pipe pressure class of approved make with material and labour, making water proof joints, including cost of jointing material and uPVC specials if required & testing the joints. etc. complete as per directions of engineer-in-charge.

Rainy FL-300 with 110mm PN10 uPVC ball valve, connecting uPVC pipe piece & reducers /enlarger

Constructing fly ash / AAC /kiln burnt clay brick masonry Gully Trap chamber of following size and upto 600 mm initial depth including providing and fixing gully trap, consisting following items of work:- i) Providing square mouth uPVC gully trap of size 150 X 150 mm squre or 150mm dia with 110 mm outlet of Approved Make embedding in position in cement concrete 1:2:4 inside the chamber. ii) 230 mm thick brick masonry in 1:4 cement mortar over 150 mm thick cement concrete 1:2:4. iii) 15 mm thick plaster in cement mortar 1:3 on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement. iv) Providing and fixing precast approved make Composite(FRP/GRP) / CI / DI / SFRC Manhole covers & frame of size 300mm x 300mm as approved by E.I.C having loading capacity not less than HD20 with name of department and year engraved as specified / approved, including cost of necessary hardware and cement concrete / mortar for fixing the frame.

300 X 300 mm size Gully Trap chamber with DI frame and cover

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

110 mm DN (SN 8kN/m²-SDR34)

160 mm DN (SN 8kN/m²-SDR34)

Constructing fly ash / AAC /kiln burnt clay brick masonry Inspection chambers of internal sizes 900 X 600mm at bottom and 900 X 450mm at top for an initial depth of 600mm consisting following items of work. i) 230 mm thick brick masonry in cement mortar 1:2 over 150 mm thick bed in cement concrete of grade 1:2:4 with 150 mm offset all-around, tapering of longitudinal walls starting from the height of 450 mm from the top of chamber frame & cover and tapering of longitudinal walls ending at the height of 200 mm from the top of frame & Cover to obtain an internal dimensionof 900 X 450mm at 200 mm from top of chamber. ii) 20 mm thick plaster in cement mortar 1:1 mixed with water proofing compound @ 2% by weight of cement on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement. iii) Making benching and haunching in cement concrete of grade 1:2:4 and finishing with floating coat of neat cement. iv) Fixing frame and cover at top using cement concrete of grade 1:2:4 (for bed block / bearing course and capping) and cast iron steps / foot rests, all as per specification and as directed by Engineer in charge.

NOTE FOR INSPECTION CHAMBER & MANHOLE i) Depth of Inspection chamber shall be the vertical distance from the top of the frame & cover of manhole/ chamber to the outgoing invert of the main drain channel. ii) The internal diameter/ sizes of inspection chambers & manholes mentioned in the item shall be measured from finished plastered surfaces. iii) The cost of 1:2:4 grade concrete and plastering with CM 1:2 for fixing frame & cover is included under the scope of work of item for providing Everlast Cover iv) Slope of 1:6 for benching shall be started from channel of depth equal of the outgoing sewer diameter. v) The slope of conical wall of manhole and longitudinal walls of rectangular Inspection Chamber starts from the vertical height of 200mm from top of frame and cover. vi) While making payment for extra over initial depth, the thickness of RCC frame & cover and the thickness of cement concrete bed block (bearing course) shall not be deducted from the depth of manhole or chamber.

NOTE: i) Providing & fixing foot-rests/ steps and CI/ RCC/ Composite frame & cover including CC of grade 1:2:4 & C.M 1:2 plaster for fixing the frame and cover, will be paid under relevant item/ included in other relevant item. ii) Additional depth of chamber will be measured in cm and paid as per actual depth.

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

Extra over above item no. 337.01 for additional depth of inspection chamber beyond 600 mm initial depth & upto a depth of 1800 mm. all as per specification and as directed.

Supplying and fixing circular / rectangular Ductile Iron frame and cover consisting following items of work :- i) Supplying single / double seal cast iron LD/MD/HD/EHD (Light duty / medium duty / heavy duty / extra heavy duty ) circular / squar / rectangular frame and cover / grating of loading class as per IS:1726 or EN 124 of approved make including transportation. ii) Fixing the frame to correct level and alignment in cement concrete 1:2:4 for bearing course and capping, including form work, finishing, curing etc. all as per specification, drawing and as directed by the EIC. iii) Plastering the exposed faces of bearing course and capping in cement mortar 1:2, 15 mm thick with a floating coat of neat cement including finishing, curing etc. all complete. iv) Painting the frame and cover with two coats of anticorrossive black bitumastic paint of approved make and shade over a coat of primer.

Manhole cover/grating and frame [MD10 / HD20 / EHD35 ] or higher loading class, Rectangular, Square, Circular of size as specified.

Providing and fixing copolymer polypropylene steel reinforced plastic Foot-rests / Steps of approved brand or eq. as per ASTM D - 4101 specification and moulded a 12 mm dia. IS - 1786 grade Fe - 415 steel reinforcing bar and in "U" shape having dimensions 263 x 168 mm and fixing in concrete / wall as shown in the drawing and as directed all complete.

Making connection with the existing inspection / chamber manhole including breaking the brick masonry wall, finishing with cement mortar/cement concrete after making the connection, disposing off the debris, etc all complete as directed by Engineer-Incharge.

160 /200/250 mm dia.

Making drop connection for initial depth differance between incoming and outgoing sewer line upto 600mm including making ramp, U-channel of height and width not less than branch pipe dia in CC 1:2:4, plastering 20mm thick in CM 1:3, finished smooth with a floating coat of net cement. and for drop connection having depth differance between incoming and outgoing sewer line more than 600mm including providing and laying following dia. uPVC pipe conforming to IS:15328 & specials, providing and fixing bends, tees, crosses, plugs, caps etc., jointing the pipes/fittings using sealant of approved manufacturer, encasing the pipes with CC 1:3:6 such that shape of the cross section through encased pipe shall be square and sides equal to outer diameter of pipe plus 300mm, including form work, curing etc., all as shown in the drawing, as mentioned in the specifications and as directed by EIC..

NOTE:- 1) The depth of drop connection shall be measured vertically from the bed level of drop pipe cleaning chamber to the invert of manhole or chamber. 2) CC and form work for encasing will be measured and paid under relevant item. 3) uPVC pipe and fittings, specials will be measured and paid under relevant item. 4) Drop connection for depth differance between incoming and outgoing sewer line upto 600mm - providing ramp, U-channel of height and width not less than branch pipe dia in CC. CC will be paid under relavant Item.

for initial depth difference upto 600mm

for depth difference more than 600mm - 160 mm DN (SN 8kN/m²-SDR34)

Construction of fly ash / AAC /kiln burnt clay brick masonry drop pipe cleaning chamber of internal size 300 x 300 / 450 x 450 mm for depth of 450 mm from top of cover & frame above uPVC drop pipe in brick masonry, in cement mortar 1:2 and 230 mm thick wall over 150 mm offset from all outer finished wall surfaces of the chamber, providing & fixing suitable medium / heavy duty SFRC/ FRP Composite / DI / CI cover of approved make, CC 1:2:4 coping at top of brick work, 20 mm cement plastering in cement mortar 1:1, mixed with water proofing compound @ 2% by weight of cement in internal & external surfaces of the chamber, all inside surfaces finishing smooth with floating coat of neat cement and external surfaces finishing rough with wooden float, including dewatering if necessary till completion of the work, all as directed by the E.I.C.

300 x 300 mm chamber with HD20 / C250 or higher loading class FRP/GRP Composite cover and frame for pipes upto 250 mm pipe.

Total of Part II: - C

Part II - D : External Water Supply System

Supplying and laying below the ground or floor, the following diameter uv-stabilized Chlorinated Poly Vinyl Chloride (C-PVC) pipe line of specified class, consisting the following items of work:- i) Supplying CPVC pipes and all required CPVC plain / 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 40/80 for CPVC pipe having nominal size 65 mm (2½”) and above. ii) Laying and fixing the pipe and specials below the ground or floor to correct line, level and plumb for water supply line. iii) Making leak proof threaded/welded joints. including cutting the pipe, cleaning, marking, jointing, etc. and including the cost of jointing materials.

iv) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. v) Providing and fixing C-PVC weldable / threaded fittings such as Union, Nipples, Bends, Elbows, Tees, Reducers, End caps, Couplers, Adaptors, Saddles, Plugs, Tank connectors, Expansion loops, Bypass bends, etc. vi) CPVC pipes and fittings shall be of same brand. 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. Note:1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI / CPVC pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings Only. 3) Excavation and refilling shall be paid under relavent item.

50 mm (2") n.size (SDR-11 as per IS:15778)

65 mm (2½") n.size (Schedule 40)

Making cross connection of following size on existing Cast iron / Ductile Iron / MS / HDPE / UPVC water supply pipe line irrespective of branch size by cutting the existing pipe line with mechanical or power cutter, chamfering the edges, providing & fixing Specials such as Tees, bends, Saddle pieces, collar, distance pieces, flanges etc., dewatering, providing PCC of grade M-15 supports to the joint, making lead/push on/ mechanical/flanged joints as the case may be including isolation delay, tools & machineries, excavation, working on the live water supply line with in the restricted timings etc. all complete as directed by EIC.

Below 100 mm dia

100 mm dia to 160mm dia

161 mm dia to 200mm dia

Total of Part II: - D

Part-II-E : External Drainage System

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

160 mm DN (SN 8kN/m²-SDR34)

Providing, fabricating and fixing uPVC Sewer trap of size mentioned below which consist of fabricating uPVC sewer trap as per drawing, by using 3 Numbers of 90 degree bends of Underground drainage quality uPVC pipe SWR bend / Sky rise SWR bends of approved make , including placing and fixing sewer trap in position inside the manhole / inspection chamber, embedding in cement concrete of grade 1:2:4 to the required line, level slope as per drawing , providing 1 Number of single Y(UPVC water supply fitting No MP6WYE200L (or) equivalent), 200/110 SWR/ Sky rise SWR/ UPVC reducer, providing and fixing SWR 110 mm dia cleaning pipe with blank plug/ end cap, providing and fixing 110 mmm dia SWR vent pipe with cowl as per drawing, finishing the joints and rectifying the leakages if any after test etc.complete all as per specifications, Drawing & as directed by the Engineer-in- Charge. Note:- The cost of providing & fixing 110 mm dia SWR cleaning pipe and vent pipe will be paid under relevent different item.

160 mm dia

Constructing fly ash / AAC /kiln burnt clay brick masonry Inspection chambers of internal sizes 900 X 600mm at bottom and 900 X 450mm at top for an initial depth of 600mm consisting following items of work. i) 230 mm thick brick masonry in cement mortar 1:2 over 150 mm thick bed in cement concrete of grade 1:2:4 with 150 mm offset all-around, tapering of longitudinal walls starting from the height of 450 mm from the top of chamber frame & cover and tapering of longitudinal walls ending at the height of 200 mm from the top of frame & Cover to obtain an internal dimensionof 900 X 450mm at 200 mm from top of chamber. ii) 20 mm thick plaster in cement mortar 1:1 mixed with water proofing compound @ 2% by weight of cement on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement. iii) Making benching and haunching in cement concrete of grade 1:2:4 and finishing with floating coat of neat cement. iv) Fixing frame and cover at top using cement concrete of grade 1:2:4 (for bed block / bearing course and capping) and cast iron steps / foot rests, all as per specification and as directed by Engineer in charge. NOTE: i) Providing & fixing foot-rests/ steps and CI/ RCC/ Composite frame & cover including CC of grade 1:2:4 & C.M 1:2 plaster for fixing the frame and cover, will be paid under relevant item/ included in other relevant item. ii) Additional depth of chamber will be measured in cm and paid as per actual depth.

NOTE FOR INSPECTION CHAMBER & MANHOLE i) Depth of Inspection chamber shall be the vertical distance from the top of the frame & cover of manhole/ chamber to the outgoing invert of the main drain channel. ii) The internal diameter/ sizes of inspection chambers & manholes mentioned in the item shall be measured from finished plastered surfaces. iii) The cost of 1:2:4 grade concrete and plastering with CM 1:2 for fixing frame & cover is included under the scope of work of item for providing Everlast Cover iv) Slope of 1:6 for benching shall be started from channel of depth equal of the outgoing sewer diameter. v) The slope of conical wall of manhole and longitudinal walls of rectangular Inspection Chamber starts from the vertical height of 200mm from top of frame and cover. vi) While making payment for extra over initial depth, the thickness of RCC frame & cover and the thickness of cement concrete bed block (bearing course) shall not be deducted from the depth of manhole or chamber.

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

Extra over above item no. 351.01 for additional depth of inspection chamber beyond 600 mm initial depth & upto a depth of 1800 mm. all as per specification and as directed.

Construction of circular manhole of 1200 mm internal diameter at bottom and 530 / 560 / 600 mm at top for 1.5m initial depth & fly ash / AAC /kiln burnt clay brick masonry in 1:2 cement mortar, 230 mm thick wall for 1400 mm measured from top of frame & cover of manhole in conical shape and remaining height constructed 345 mm thick in cylindrical shape over a 300 mm thick cement concrete bed of grade 1:2:3 with 300 mm offset from outer finished wall surface of the manhole, also for benching and fixing frame & cover at top of brick masonry i.e. below and around frame and cover for bed block (bearing course) and capping including providing and fixing frame & cover, CI steps, 20mm thick plaster in 1:1 cement mortar mixed with water proofing compound @2% by weight of cement or or as per manufacturer's recommendation on internal and external surfaces, internal surfaces and channel finished smooth with floating coat of neat cement and external surfaces finished rough with wooden float, along the depth at juction where thickness of brick masonary changes and intermidiate depth/height not exeding 1m a RCC band of 230mm depth and width equal to brick wall shall be provided, all as per specifications, drawings and as directed by E-in-C. NOTE:- Providing & fixing foot-rests / steps and CI / RCC / Composite frame & cover including CC of grade 1:2:4 for fixing the frame and cover - plastering in C.M 1:2 on exposed surfaces of bed block & capping, making smooth cement finish etc. will be paid under relevant item.

Top internal dia 530 / 560 / 600 mm to suit MD,HD & EHD cover for initial depth of 1.8m

Extra over Item No. 352.01 for additional depth of Chamber upto 3m.

Supplying and fixing circular / rectangular Ductile Iron frame and cover consisting following items of work :- i) Supplying single / double seal cast iron LD/MD/HD/EHD (Light duty / medium duty / heavy duty / extra heavy duty ) circular / squar / rectangular frame and cover / grating of loading class as per IS:1726 or EN 124 of approved make including transportation. ii) Fixing the frame to correct level and alignment in cement concrete 1:2:4 for bearing course and capping, including form work, finishing, curing etc. all as per specification, drawing and as directed by the EIC. iii) Plastering the exposed faces of bearing course and capping in cement mortar 1:2, 15 mm thick with a floating coat of neat cement including finishing, curing etc. all complete. iv) Painting the frame and cover with two coats of anticorrossive black bitumastic paint of approved make and shade over a coat of primer.

Manhole cover/grating and frame [MD10 / HD20 / EHD35 ] or higher loading class, Rectangular, Square, Circular of size as specified.

Making connection with the existing inspection / chamber manhole including breaking the brick masonry wall, finishing with cement mortar/cement concrete after making the connection all complete.

160 /200/230 mm dia.

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

Total of Part II-E:

Part-II-F : Rain Water Harvesting System

Boring/Drilling bore well of required dia.for casing / strainer pipe by suitable method prescribed in IS: 2800 (Part-1), including collecting soil samples from different strata, preparing & submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machinaries required for the job, all complete as per the direction of Engineer- in- Charge, Upto 30 mtr. depth below ground level.

All types of soil, 300 mm dia

Rocky strata including boulders, 300 mm dia

Providing, fixing, laying, jointing & testing below the ground / above ground UPVC socketed pipes for solvent cement joint / plain ended CLASS 5 pipes as per IS:4985 including suitable heavy fittings like elbows, collars, tees, unions, couplings, reducers, bends, enlargers, saddles flanged tailpieces and all other fittings required for the completion of laying and jointing as per IS 7634, testing pipelines with fittings for 10 kg/cm2 hydrostatic pressure for minimum duration of two hours with clean water and rectifying the leaks if found, cutting the pipes to the size, threading as required, jointing of pipes and fittings to be carried out using Hold-ties, Teflon tape, PVC clamps, wooden gutties, SS screws, cement, solvent cement etc. required for the completion of the work and all as per specifications, drawings and direction of the Engineer-in-charge.

normal 110 mm dia class 5 perforated pipe

Gravel packing in tube well construction ( Around casing pipe ) in accordance with IS:4097, including providing gravel fine/medium/course, in required grading & sizes as per actual requirement, all complete as per direction of EIC.

Providing & fixing in position following size Weep holes wherever required in RCC / Masonry walls including cutting to required shape & size all as per specifications, drawings & as directed by the E.I.C all complete.

PVC pipe of 75 mm OD (IS:4985-6Kg class)

Providing and fixing recharge well screen ( two cylindrical V-wire screens fitted concentric to each other. Annular spaces filled with graded gravel) assembly of M/s Appollo screens or equivalent aproved manufacturers, including hardware and labourer as per drawing and specified by E I C.

size of screen 8-16 1.00 m length(material SS 304)

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

Structural steel using MS flats, Angles. Rods etc etc.

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 dia 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 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) Exposed pipe fixing arrangement include slotted G.I. section and U clamps. Note: Earthwork excavation for trenches shall be paid under relevant items For Soil & waste, Vent and Rain water pipe lines

160 mm dia.

Total of Part II-F:

Description of Work / Item(s)

Amount

ABSTRACT OF PART - III : ELECTRICAL WORKS

PART - III - A : RMU PANEL

PART - III - B : HT CABLES

PART - III - C : TRANSFORMERS

PART - III - D : LT PANELS

PART - III - E : BUS DUCTS

PART - III - F : MDB

PART - III - G : LT CABLES AND END JOINTS

PART - III - H : READYMADE DB

PART - III - I : POINT WIRING & SUBMAIN WIRING

PART - III - J : EARTHING

PART - III - K : TELEPHONE SYSTEM

PART - III - L : LAN SYSTEM

PART - III - M : FIRE ALARM SYSTEM

PART - III - N : LIGHTNING PROTECTION SYSTEM

PART - III - O : EMERGENCY EVACUATION SYSTEM (PUBLIC ADDRESS) SYSTEM

PART - III - P : UPS SYSTEM

PART - III - Q : T.V. SYSTEM

PART - III - R : MISCELLANEOUS ITEMS

PART - III - S : SUBSTATION EQUIPMENT

PART - III - T : LED LUMINAIRES, CEILING FANS ETC.

PART - III - U : ROOFTOP SOLAR PV SYSTEM

PART - III - V : ELEVATOR WORKS

PART - III - W : CLEAN AGENT FIRE SUPRESSION SYSTEM

Description of Work / Item(s)

Amount

PART - III : ELECTRICAL WORKS

Part III-A : RMU

12 kV SF6 insulated Ring Main Unit (RMU) Indoor type: Design, Supply, Installation, Testing and Commissioning of outdoor pedestal/floor mounting, free standing 12 kV SF6 insulated Ring Main Gear unit made out of M.S powder coated sheet steel clad, dust and vermin proof with 630A Copper Busbars, Interconnections, necessary protections, Measuring Instruments, Indicating Instruments, Protection Relays, CTs, PT with necessary control fuses / MCBs, Termination arrangements for Incoming and Outgoing Cable of 11 kV(E) 3 Core 240 Sq mm XLPE Al.Armoured cable, Terminal Blocks, Earthing, sign writing and Base channels etc., with complete all accessories as required for satisfactory operations and as per the detailed Technical Specifications enclosed and of the following configurations: The RMU shall be internal arc tested with internal arc classification of IAC AFLR, 20 kA for 1 second. The type test certificate shall be submitted showing compliance for above internal arc classification.

Note: 1)Routine tests on RMUs shall be performed in presence of departmental engineers as per relevant IS/BS/IE specifications at works. Type test certficate as indicated in the specification shall be submitted along with GTP during tender evaluation stage. 2) Proper labels and ferrule numbers should be affixed alongside various components and control wire, concurence of dept. engineers shall be obtained on location, qty etc. 3)Tenderer shall hire RMU OEM commissioning team or their authorized representatives for installation, testing & commissioning of RMU at site. 4) Scope also includes the supply and installation of M.S. Channel (ISMC 100) required for installation of panel on cable trench including cutting of chequered plate covers etc. 5)The isolators & breaker shall be provided with earth switches & key lock arrangement shall be provided to ensure interlock between earthing switch & respective isolator/breaker. 6) Flare 22D or equivalent FPI shall be provided as per Schematic diagram. 7) Voltage Presence Indicator (VPI) shall be provided & with provision to check voltage sequence 8) The VA burden of CT shall be as per manufacturer's recommendations

4 way extensible type RMU (Indoor type-) 1) 2 no. 12 kV 630A Load break switch. 2) 2 Nos.12 kV 630A, 25kA VCB with self powered numeric protection relay for providing overcurrent & earth fault protection & protection CT's. 3) PT 11/√3kV/110/√3 V /Ph Class-1.0 - 3 Nos. 4) 50/ 1A, CL-1.0 CT for metering- 3 Nos. 5) 1 No. multifunction meter of Accuracy class 1.0 , PT secondary 110V AC, CT secondary 1 A. 6) Fault passage indicators - 1 no. 7) A suitable size auxiliary PT (if required for battery charger), battery charger with Battery power pack arrangement shall be provided inside panel for control/auxiliary power supply of RMU

TOTAL COST OF RMU WORKS

Part III-B : HT CABLE & END JOINTS :

HT Cable: Supply, Installation, Testing & Commissioning of following voltage grade Aluminium stranded circular core conductor with semi conductor shielding, XLPE insulation with semi conductor sheilding & copper tape screening, PVC (ST-2) extruded inner sheath, G.I strip/ wire armoured, anti rodent & anti termite, FRLS PVC (ST-2) outer sheathed cable conforming to IS 7098 (Part-II) with latest mendments, laid in ground /in existing hume pipes/ on wall / in cable trench/ on existing cable tray etc. as required ,as per technical specifications and as per instructions of EIC. NOTE: 1) The cost of excavation of soil for laying HT cables underground shall be measured seperately under excavation work of Civil relevant item. 2) The scope of item includes cost towards sand bedding, laying of baked bricks on side & RCC tiles on top of individual cable, 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 number tag at every 50m straight run, at bends, entry/exit of pipe/ trench and termination, as per specifications, drawings & as per instructions of the EIC. 3) Clamping of cables on trays including supply of clamping materials as per instruction of EIC shall be included in the scope of work.

11kV(E), 3Cx240 sqmm Aluminium cable

HT Cable End Joint : Supply,installation and termination for following voltage grade Aluminium conductor armoured XLPE insulated cable including heat shrinkable indoor jointing kit complete with tinned copper lugs, all accessories and materials required to make complete joint as required and as per technical specification & as per instruction of EIC. Note: HI-pot testing & commissioning of joint is included in the scope of this item.

11KV (E), 3Cx240 Sq.mm XLPE Al conductor cable

TOTAL COST OF HT CABLE WORKS

Part III-C : TRANSFORMER :

Oil filled Transformer: Design, manufacture, shop testing at works, supply, assembling, installation, precommissioning testing at site and commissioning of following capacity & voltage rating, ONAN, 50 Hz, Dyn 11, core type, double wound outdoor type transformer with transformer oil, copper winding, degree of protection IP-55 complete with H.V cable box with disconnecting chamber having inspection cover suitable to receive HT XLPE insulated armoured cable and LT box suitable for LT Al sandwich type bus duct, neutral CT 1600/1A, Class PS with Vk, Imag, Rct (< =5 Ohm) suitable value for REF protection, Winding temperature indicator, Oil temperature indicator, MOG , Bucholz relay, Oil surge relay (OSR), ON Load tap changer with RTCC Panel with AVR (+10% to -10% in steps of 1.25%), standard mounting accessories, fittings, etc., first filling of oil, painting at works & touch up painting at site etc including 10% extra transformer oil in non returnable drums.Transformer shall be suitably mounted on rail including supplying & grouting of rail and locking the bidirectional flanged wheels of transformer.

Note :- 1) G.A drawings to be got approved from E.I.C 2) Tenderer shall hire transformer OEM commissioning team or their authorised representatives for installation, testing & commissioning of Transformers. 3) Use of crane and other tools & plants for assembly of transformer is included in the scope of item. 4) Routine tests & acceptance test on transformer shall be performed in presence of departmental engineers as per relevant specifications at works before despatch . Type test certficate as indicated in the specification shall be submitted along with GTP during tender evaluation stage. 5) The transformer shall conform to Energy efficiency level 2 as per IS 1180 (Part-1) : 2021 or latest ammendment if any.

6) Transformer shall meet all the technical requirement of specifications. 7) Filteration of transformer oil & OLTC at site, topping of oil after filteration including complete oil testing from NABL accredited lab , all as per relevant IS specifications & as per instructions of E.I.C are included in the scope of tender. 8) WTI/OTI setting for alarm & Trip shall be marked on marshalling Box by permanent Marker. 9) Neutral of Transformer shall be identified by name or Green Color. 10) Size of cable & source from which supply is given to the equipment shall be written on terminal box of the Transformer. 11) The control cabling between marshalling box,OLTC & RTCC etc. with armoured Cu cable of min. 1.5sqmm size shall be included in the scope of work.

1000KVA, 11/0.433 kV transformer as per above description

Temperature rise test as per IS 2026 on transformer

TOTAL COST OF TRANSFORMER WORKS

Part III-D : LT PANELS:

Design, manufacture,shop testing at works, supply, installation,testing & commissioning of floor mounting front operated front/ rear access, extensible type, complete design verified LT Switchgear Panel as per IEC 61439 with IP-42 protection, IK 10 rating and form 3b separation, suitable for use at 415 V, 3 phase 4 wire 50 Hz system, and to withstand a fault level as specified in SOQ. All switchboards shall have provision for entry of cables from the top/ bottom as required. Control transformer of 415/240/110V, 1 KVA shall be provided in Main LT panel, for suppling control AC power to Panel equipments and indications. The powder coating colour shade for LT Panels shall be as follows:- 1. Panels fed from normal power supply - Color shade as per instruction of EIC. 2. Panels fed from DG power supply - (Emergency) other shade as per instructions of EIC.

Note: 1) All G.A. & fabrication drawings shall be got approved from the E.I.C. Final painting of panel to be done with powder coating. Necessary touch up may be done at site, incase if required. The scope includes all tests as specified in relevant I.S. and as directed by E.I.C. 2) The equipment shall be designed to ensure complete safety during operation inspection, connection of cables etc. 3) The size of the earth bus chosen shall be to withstand full fault current as specified at 415V. 4) All the current transformers are resin cast type class-1 only. 5) Scope includes cable end boxes, reverse entry boxes as per site conditions and extension of bus bars as required for terminating the number of cables as per schematic diagram. 6) G.A. & detailed fabrication drawing and short circuit forces and temp rise calculation for panel including the panel fabricator shall be submitted for dept. approval. 7) Bimetallic washers to be used for all aluminium to copper joints wherever required & it shall be of approved make & quality

8) All Outgoing feeders shall have 'ON', 'OFF', 'Auto trip'. Incomers shall have 'ON', 'OFF', 'Auto trip', 'spring charge' and 'trip circuit healthy' indications. 9) All inter connection for incoming & outgoing should be with copper busbar. 10) All ACB/MCCBs shall have Ics as specified at 415V 11)Scope also includes the supply and installation of M.S. Channel (ISMC 100) required for installation of panel on cable trench including cutting of chequered plate covers etc. 12) All ACBs shall be provided with microprocessor based LSIG protection release. 13) LT Substation Panel shall have provision for remote monitoring /control through central station unit through SCADA, in future. Therefore, following provisions shall be made for BMS compatibility of I/C & Bus couplers : a) Breaker 'ON', 'OFF', 'Trip', Test / Service / isolation position, ready to close, Spring Charge to be provided in form of soft data points i.e. on RS-485 port with Modbus protocol / with potential free contacts. b) Breaker Communication Module (BCM) to be provided for fetching breaker data. Suitable I/O points shall be provided for remote control of incomer & bus coupler breaker through SCADA screen. c) All numerical relays and multifunction meters shall be provided with for RS-485 port on Modbus communication protocol.

UPS Panel ITER building : Incomer: a) 400 A FP MCCB 25 kA complete with microprocessor based O/C+S/C+E/F release -1set Note: The neutral of MCCB shall be rated at 400 A and phase terminal shall be set at 250A. b) 1 set of RYB indication lamp with MCB protection c) 3 nos 300/5 A ratio, class-1, 15 VA cast resin current transformer d) Digital Multifunction meter with communication facility - 1 No. Bus bar Tinned copper TP busbars rated at 250 A having maximum current density of 1.24 A/sq.mm suitable to withstand symmetrical fault level of 25 kA for 1 sec at 415 V. The neutral bus bar shall have 200% capacity of phase busbar. Outgoings :- a) 160 A FP MCCB 25 kA complete with microprocessor based O/C+S/C+E/F release -08set Note: The neutral of MCCB shall be rated at 160 A and phase terminal shall be set at 125A.

Fire Fighting Booster Pump Panel on terrace: The Fire Fighting Booster Pump panel shall be of IP55(outdoor type) Incomer :-1No. a) 1 No. 63 A ,25 KA FP MCCB & complete with microprocessor based over current, short circuit & earth fault release. b) 1 set of RYB indication lamp with MCB protection c) 3 nos 63/5 A ratio, class-1, 5 VA burden cast resin current transformer d) Digital Multifunction meter with communication facility -1 No. e) 1 no. Water level control relay with 3 nos. stainless steel probes similar to M/s Minilec make cat no. WLC D1. The 3 Nos stainless steel probes with required lengths of PVC wires & connectors shall be mounted on underground water tank & the MS supporting arrangement shall be included in this item. The scope includes providing necessary 240V auxiliary contactors for contact multiplication and adequate terminals to receive signals from water level controllers etc. and control wiring to the respective starters. f) 6 window Annunciation for fault indication of pumps, low water level in OH tank etc.

Outgoings: i) 1 Nos. 250 A, 36 kA TP MCCB with tinned Cu neutral link & complete with electronic based over current & short circuit release and each including following: a) 3 pole 95 A capacitor duty contactor - 2 nos b) ON / OFF LED type indicating lamps - 2 set c) 7% detuned reactors with Cu windings -4 sets d) 480V, 25 kVAr (adjusted capacity at bus level) hermetically sealed metallized polypropylene capacitor units MPP-H complete with fuse protection, discharge resistors, interconnections etc complete as required - 4 nos e) ON/OFF push button for manual operation of capacitor unit - 2 set. ii) 2 Nos. 100 A,36kA TP MCCB as per above description with tinned Cu neutral link & complete with electronic over current & short circuit release and each including following: a) 3 pole 95 A capacitor duty contactor - 1 no. b) ON / OFF LED type indicating lamps - 1 set c) 7% detuned reactors with Cu windings - 1 sets d) 480V, 50 kVAr (adjusted capacity at bus level) hermetically sealed metallized polypropylene capacitor units MPP-H complete with fuse protection, discharge resistors, interconnections etc complete as required - 1 nos e) ON/OFF push button for manual operation of capacitor unit - 1 set.

iii) 2 Nos. 63 A, 36kA TP MCCB with tinned Cu neutral link & complete with thermal over current & short circuit release and each including following: a) 3 pole 45 A capacitor duty contactor - 1 no. b) ON / OFF LED type indicating lamps - 1 set c) 7% detuned reactors with Cu windings -1 set d) 480V, 25 kVAr (adjusted capacity at bus level) hermetically sealed metallized polypropylene capacitor units MPP-H complete with fuse protection, discharge resistors, interconnections etc complete as required - 1 nos e) ON/OFF push button for manual operation of capacitor unit - 1 set.

iv) 4 Nos. 40 A, 36 kA TP MCCB KA with tinned Cu neutral link & complete with thermal based over current & short circuit release and each including following: a) 3 pole 25 A capacitor duty contactor - 1 no. b) ON / OFF LED type indicating lamps - 1 set c) 7% detuned reactors with Cu windings -1 set d) 480V, 12.5 kVAr (adjusted capacity at bus level) hermetically sealed metallized polypropylene capacitor units MPP-H complete with fuse protection, discharge resistors, interconnections etc complete as required - 1 nos e) ON/OFF push button for manual operation of capacitor unit - 1 set. The switch board shall be complete with all interconnections, risers , Internal wiring, labels etc.complete as required. Note: The control wiring of APFC from Main LT panel shal be included in this item.

400V AC +/- 10%, 75A 3phase 4 wire Active Harmonic Filter (AHF) Panel : Non design verified assembly as per IEC 61439 Supply, installation, testing & Commissioning of 400V AC +/-10%, 75A,50Hz +/- 3%, 3 phase 4 wire active harmonic filter assembly in floor standing, powder coated CRCA enclosure, IP 20, with suitable capacity backup MCCB & fast acting semi- conductor fuses, LCD touch screen HMI, alarms etc. to achieve mitigation of harmonics from 2nd upto 50th order with harmonic attenuation upto 95% at rated current. Note: 1)The scope of work shall include necessary flexible Cu cables for connection between Main LT Panel & AHF Panel. 2) AHF shall be phase rotation insensitive. 3)Max. Heat losses (max kW loss/ max. kVAr Output) shall be < 3.5%

REMOTE ON / OFF P.B. STATION (in reception area) Supply, installation, testing and commissioning of readymade ON/OFF push button with indication lamps, complete with internal wiring with 1.5 sq.mm copper PVC FRLS wires etc.

TOTAL COST OF LT PANELS WORKS

Part III-E : BUS DUCT :

Supply, Installation, Testing & Commissioning of readymade 415 V, 50Hz, triple pole & neutral totally enclosed, IP 54 for indoor mounting, IP 66 for outdoor mounting, 1.5 mm GI sheet steel clad, duly powder coated bus duct with compact sandwiched type insulated Aluminium bus bars having following configuration: a) Bus bar current rating : 1600A & 800A b) Bus bar configuration : 3 Phase + neutral Al bus bar. Neutral shall have 100% capacity. c) Symetrical short circuit rating :36 KA at 415 V d) External earthing : 2 nos 25 x 6 mm tinned copper strip to be measured under item 'Earting' of Electrical Section respectively. The bus duct shall be complete with following components / accessories inclusive of joint covers as required,wall crossing units with 2 hour fire barrier whereever required, transposition units etc. as required & as per instructions of EIC & as per technical Specification. Any components/features etc not specifically mentioned but which are required functionally & for safety of system shall be inlcuded in scope of work without extra financial implication. The cost of supporting arrangement by MS angle, hangers, vertical supports etc. shall be included in the scope of work.

Note: 1) The horizontal/ Vertical elbow, necessary jointing kits etc shall be measured in straight length feeder. 2) SITC of wall crossing units shall be whereever required shall be included considering 2 hour fire rated conditions. 2) All routine & acceptance of each rating of bus duct shall be carried out in manufacturer's factory in presence of departmental representatives.

For 1600A Bus Duct : For 1600A Bus Duct : Copper braided flexible jumper for Transformer/ LT Panel end connection, Panel to Panel interconnection. (1 set = RYBN) 100% neutral

For 1600A Bus Duct : Flange end unit -Note: The scope shall include providing flange end box, if necessary, to match Panel & ATS end dimensions with flange dimensions etc.

For 1600A Bus Duct : Straight length feeder IP54 indoor type

For 800A Bus Duct : Copper braided flexible jumper for Transformer/ LT Panel end connection, Panel to Panel interconnection. (1 set = RYBN) 100% neutral

For 800A Bus Duct : Flange end unit -Note: The scope shall include providing flange end box, if necessary, to match Panel & ATS end dimensions with flange dimensions etc.

For 800A Bus Duct : Straight length feeder IP54 indoor type

For 800A Bus Duct : Straight length feeder IP66 outdoor type

TOTAL COST OF BUS DUCT WORKS

Part III-F : Main Distribution Board (MDB)

Main Distribution Board (MDB): Supply, installation,testing & commissioning of totally type tested/design verified assembly, front operated front access cubicle, totally enclosed, IP42, indoor type or Outdoor type (IP55) if specified in SOQ, floor mounted (with base frame 200mm high if cable trench not available) or wall mounted with hinged and lockable doors MDB including interconnections, tinned copper crimping lugs, bonding to earth and painting suitable for use at 415 V, 3 phase 4 wire 50 Hz system, and to withstand a fault level of 25KA symmetrical for 1 sec at 415 V complete as per specifications, as required and as below . All SMDB shall have provision for entry of cables from the top/ bottom /sides 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.

Note: 1)All G.A. & fabrication drawings,single line diagram,control schemes shall be got approved from the E.I.C. Necessary touch up may be done at site, incase if required. 2) All non current carrying metallic parts of the equipment shall be earthed with copper flexible wire / strip of adequate size. 3) All concealed hinged doors and covers shall be provided with suitable flexible earthing connections. 4) Cable entry boxes,corner box, metering box etc shall be included in the scope of work. 5) MCCB shall be provided with spreader links 6) Scope also includes the supply and installation of M.S. Channel (ISMC 100) required for installation of panel on cable trench including cutting of chequered plate covers etc.

UPS outgoing MDB (ITER building) :In UPS room (Indoor) Incomer: comprising of following : 1 sets. a) 160 A FP MCCB 25 kA complete with microprocessor based O/C+S/C+E/F release -1set b) 1 set of RYB indication lamp with MCB protectiion. c) 3 nos 100/5 A ratio, class-1, 15 VA cast resin current transformer d) Digital Multifunction meter with communication facility - 1 No. Bus bar Tinned copper TP busbars rated at 100 A having maximum current density of 1.24 A/sq.mm suitable to withstand symmetrical fault level of 25kA for 1 sec at 415 V. The neutral bus bar shall have 200% capacity of phase busbar. Outgoings :- a) 125 A FP MCCB 25 kA complete with thermal based O/C+S/C release -04set

Station MDB, EMDB : substation building (Indoor) Incomer :- i) 1 no.4P 415 V 125 A MCCB, 25kA complete with thermal based O/C+S/C release Bus bar 125 A TPN tinned copper bus bar having maximum current density of 1.24 A/sq.mm to withstand symmetrical fault level of 25 kA at 415 V. The neutral bus bar shall have 100% capacity Outgoings :- 1) 03 Nos 40A DP MCCB, 25kA, complete with thermal based O/C+S/C release 2) 05 nos. 63A, FP MCCB, 25kA complete with thermal based O/C+S/C release

HVAC DB -1 to 14: (Outdoor type IP55) on terrace Incomer :- i) 1 no.4P 415 V 125 A MCCB, 16kA complete with thermal based O/C+S/C release Bus bar : 125 A TPN tinned copper bus bar having maximum current density of 1.24 A/sq.mm to withstand symmetrical fault level of 16 kA at 415 V. The neutral bus bar shall have 100% capacity Outgoings :- 1)63A FP,MCB and 63A,FP,HPI Type, 30mA, RCCB, - 03 nos.each 2) 25A FP,MCB and 32A, FP,HPI Type, 30mA, RCCB,- 01 nos.each

Rooftop Solar PV MDB ( Electrical room) a)63A MCCB 4 Pole, 25 kA, with extended rotary handle-1no. b) RYB indication lamp - 1 Set c) 63/5 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 96 sqmm indicating V, I,F,PF,Power & Energy etc.-1 no.

TOTAL COST OF MDB WORKS

Part III-G : 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 in Civil section under relevant 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 150 Sq.mm Al. conductor cable

3.5C x 95 Sq.mm Al. conductor cable

3.5C x 50 Sq.mm Al. conductor cable

4C x 16 Sq.mm Al. conductor cable

4C x 10 Sq.mm Al. conductor cable

1 Core 35 Sq.mm PVC Copper Unarmoured 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 150 Sq.mm Al. conductor cable

3.5C x 95 Sq.mm Al. conductor cable

3.5C x 50 Sq.mm Al. conductor cable

4C x 16 Sq.mm Al. conductor cable

4C x 10 Sq.mm Al. conductor cable

1 Core 35 Sq.mm PVC Copper Unarmoured Cable

L.T Control Cables: Supply,installation, testing, commissioning of following sizes of 1.1 KV multicore, multistrand copper conductor, XLPE insulated, extruded PVC inner sheathed G.I wire/strip armoured , overall extruded FRLS grade anti-rodent & anti-termite PVC (ST-2) sheathed control cable all as per IS 1554 Part I//IS 7098 Part-I & latest ammendments laid in ground or 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 at a - depth of 900 mm below ground level (cost of excavation shall be measured seperately under relevant Civil item.) , 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 brass cable number tag as per enclosed detailed specifications, drawings & as per instructions of the E-I-C & of the following sizes. bushes, after cable laying shall be included in the scope of work. NOTE: 1) Sealing of hume pipes with wooden bushes after cable laying shall be included in the scope of work. 2) Clamping of cables on trays including supply of clamping materials as per instruction of EIC shall be included in the scope of work.

4C x 2.5 Sq.mm Cu conductor cable

3C x 2.5 Sq.mm Cu conductor cable

End Joints of control cables: 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.

4C x 2.5 Sq.mm Cu conductor cable

3C x 2.5 Sq.mm Cu conductor cable

TOTAL OF LT CABLE WORKS

Part III-H : 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 (RCCB) 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 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.

MDBs, EMDBs & ACMDB 1) 125 A , FP MCCB - 1 No. 2) 63/40 A ,TP MCB -06 Nos. 3) 12 way brass neutral link - 2 set

UMDB a) 125 A , TP MCCB - 1 No. b) 63 A ,TP MCB -8 Nos. c) 12 way brass neutral link -- 2 set

LDB,ELDB,PDB,EPDB,ACDB, staricase, corridor light DB,control DB, EDB, DB etc. a) 40A TP MCB -- 1 No. b) 40A DP RCCB with 30mA sensitivity -- 3 nos c) 6-32A SP MCB -- 18 nos c) 8 way brass neutral link -- 4 set

UPDB : a) 63 A, TP MCB - 1 No. b) 63A DP RCCB (Hpi type) with 30mA sensitivity -- 3 nos c) 6-32A SP MCB -- 18 nos d) 8 way brass neutral link -- 4 set

SPDB with acrylic door (Security lighting) a) 16 A DP MCB -- 1 No. b) 16A, 240V, 50Hz, 1 output digital astronomical time switch-- 1 no c) 6A ,SP MCB- 4nos.

FP MCCB enclosure: Supply, Installation, Testing & Commissioning of following FP MCCB with suitable enclosure with angle iron framework including minor civil works to fix on the wall etc complete and all necessary accessories as per instructions of EIC. 63A, 25 kA FP MCCB with 63A FP, 300mA RCCB (Hpi type) (for lift machine)

FP MCCB enclosure: Supply, Installation, Testing & Commissioning of following FP MCCB with suitable enclosure with angle iron framework including minor civil works to fix on the wall etc complete and all necessary accessories as per instructions of EIC. 160A, 36kA FP MCCB ( UPS 1,2,3, server room ups)

Weatherproof cabinets-IP65-IK09 Class-II with door and cabinet with suitable mounting rail/ arrangement for installation of 2 nos 16A 6pin switch with independent 16A switches. The box shall include all the necessary accessories to achieve complete functionality of switch and socket. The box shall be mounted on wall, the cable and end joints shall be measured separately. Similar to M/s Legrand catalouge number " 601996/8" or equivalent approved

Plug & Socket enclosure (IP 66/67) for basement: 415V, 32A 3P+N+E socket with plug similar to legrand catalouge number " 5554 59" or equivalent approved interconnected with 32A FP MCB in weather proof cabinet boxes with IP 65 similar to Legrand Plexo boxes catalouge number "6019 96" or equivalent approved .

40A,FP MCB 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 (receiption area Master switch for common area & corridor lightings).

TOTAL COST OF READYMADE DB WORKS

Part III-I : 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) NOTE: 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/UPS 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

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

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

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 relevant item On nomal power supply

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 relevant item On DG power supply

6A socket point with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wires & 6A switch on switchboard.

Primary Light point with 2 nos. 1.5 sq.mm wires & 1 No. 2.5 sqmm earth wire with 'Two way' 6A switch (Staircase lights) (On DG power supply)

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 (Staircase lights) (On DG power supply)

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 inside MS conduit, including 600 lumen output LED bulk head fixture with 6 A SP controlling switch and 16 A, 6 pin 3module socket with 16 A SP controlling switch all in one box including all fixing material etc & as directed by E-I-C. Note: SITC of Bulkhead fitting with 600 lumen output LED fixture similar to M/s Philips Cat.no. WT202 LED6S NW PSU S2 PC shall be included in this item.

Secondary pts with 2.5 sq.mm wires in MS conduit completely similar to above item including switches, sockets, SITC of bulk head etc. the wire looping is done from primary lift shaft point as directed by E-I-C

3 nos.6A 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 6A switches. For single circuit, Wire looping shall be done as per schematic drawings On nomal power supply

3 nos.6A 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 6A switches. For single circuit, Wire looping shall be done as per schematic drawings On DG/UPS power supply

2 nos.6A 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 6A switches on aluminium raceway or furniature pop up box . For single circuit, Wire looping shall be done as per schematic drawings On nomal power supply

2 nos.6A 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 6A switches on aluminium raceway or furniature pop up box . For single circuit, Wire looping shall be done as per schematic drawings On DG/UPS power supply

2 nos.6A 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 6A switches. For single circuit, Wire looping shall be done as per schematic drawings On nomal power supply

2 nos.6A 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 6A switches. For single circuit, Wire looping shall be done as per schematic drawings On DG/UPS power supply

6A socket with 1 no. of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wires on ceiling with 6A switch (AC drain points, exit lights etc) For single circuit, Wire looping shall be done as per schematic drawings On nomal power supply

6A socket with 1 no. of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wires on ceiling with 6A switch (AC drain points, exit lights etc) For single circuit, Wire looping shall be done as per schematic drawings On DG/UPS power supply

6A/16 A, 6 pin, 3 module socket outlet point with 2.5 sq.mm wires along with 1 no of 2.5 sq.mm insulated earth wire complete with 16 A switch in one box On nomal power supply

6A/16 A, 6 pin, 3 module socket outlet point with 2.5 sq.mm wires along with 1 no of 2.5 sq.mm insulated earth wire complete with 16 A switch in one box On DG/UPS power supply

6A/16 A, 6 pin, 3 module outlet point on ceiling with 2.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire with 16 A switch in on nearest switch board (conference,board room etc) (On DG power supply)

6 A + 6A/16 A (6 pin, 3 module) socket outlet points 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. (On nomal power supply-water cooler point)

Point wiring for single phase exhaust fan with 1.5 sq.mm phase wires & 2.5 sqmm earth wire & with 6A 3pin socket, & plug top near exhaust fan & controlling 6 A , 240 V SP switch on nearest switchboard. (normal power)

Point wiring for single phase exhaust fan (450mm dia) with 2.5 sq.mm phase wires & 2.5 sqmm earth wire & with 16A 3Module socket & plug top near exhaust fan & controlling 16 A , 240 V SP switch on nearest switchboard (Normal power)

Point wiring with 4 sq.mm wire and 2.5 sq.mm insulated earth wire complete with 20 A 3pin socket outlet with plug (Industrial Type) near split AC unit & 20A DP MCB (D-type) at operating height on wall, both switch and socket shall be 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.

Point wiring with 4 sq.mm wire and 2.5 sq.mm insulated earth wire complete with 20 A 3pin socket outlet with plug (Industrial Type) & 20A DP MCB (D-type) 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.

63 A 5pin socket outlet with plug (Industrial Type) & 63A TP MCB (D type) 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 (ele shaft). cable and end joint shall be measured separately under relavent item

100 A 5pin socket outlet with plug (Industrial Type) & 100A TP MCB (D type) 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 (Server room for IT racks). cable and end joint shall be measured separately under relavent item

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. On DG power supply

Water heater point with 4 sq.mm + 2.5 sq.mm insulated earth wires , 32 A DP MCB type isolator (non tripping type) in MS box near door at suitable position , 30A 3 way connector block mounted in MS box near heater

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. Note: 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.

4 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.

2 nos. of 10 sq.mm & 1 no. of 6 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.

2 no. 2.5 sq.mm + 1 no. 2.5 sqmm for earth, PVC insulated FRLS copper conductor in 25 mm dia PVC conduit (HMS variety) / existing floor raceway. (for modular office furniture and conference room table points)

TOTAL COST OF POINT WIRING AND SUBMAIN WIRING WORKS

Part III-J : EARTHING SYSTEM

Supply, installation, testing & commissioning of earthing system & associated accessories, etc. complete all as per layout drawing & standard drawing CSG/EM/STD/12, specifications & as per the instructions of E.I.C. Note : 1) Measurements of resistance of each earth station & resistance of complete scheme of earthing layout must be measured recorded & got approved by E.I.C. 2. Jointing of the earth strip shall be with brass nuts bolts and also with solder joints. 3. Jointing of the earth wire shall be with solder joints with tinned cable sockets

Tinned Cu. earth plate electrode 600 X 600 X 3 mm earth station 2.5 m below ground level conforming to IS 3043 & as per drawing No. CED/E&M/STD/12 complete with all required materials like coke /charcoal, salt, brass nut-bolt & washers, watering arrangement, G.I. Pipe (B class) concrete chamber, 10 mm thick chequered plate hinged cover mounted on 40x40x5 mm thick angle iron frame & excavation in all types of soil in ground refilling & removal of excess earth within radius of 500 m. etc. NOTE 1) The chamber cover & frame shall be hinged type & it shall be got approved by department. (SS-2,Trafo-2, Building-2,UPS-2,Lift-2,SS LPS-4, Bld LPS-6)

Supply & installation of discharge gap device with parallel connected surge voltage protector to couple different earthing system similar to M/S OBO make FS-V20 or equivalent in fibreglass reinforced polyester enclosure IP 65 & IK08 of size 200 (H) x 250 (W) x 115 (D) mm similar to M/s Spelsberg cat no. Abox-i 250. Note: 1) The enclosure housing discharge gap device shall be installed in concrete chamber housing equipotential bar 2) The scope includes interconnection of equipotential bars of lightning & body earthing with suitable size flexible Cu conductor with bimetallic lug at one end as per site & instructions of EIC.

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

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 3 mm tinned copper strip

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. 4 SWG tinned Cu earth wire

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. 8 SWG tinned Cu earth wire

TOTAL COST OF EARTHING WORKS

Part III-K : 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. NOTE: 1. Point wiring means 4 pair CAT-6 wires from Telephone Tag Block to assigned point including end termination of one pair at both sides and other pairs should be kept spare. 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. Note: 1) Point distribution diagram shall put in side the DB with polythene protective cover. 2) All fabrication drawings shall be got approved. 3) Disconnection module shall be Krone Part No. 69011006-02 or equivalent approved.

500 pair telephone tag box : A set consisting of : 1)Disconnection module 2 /10 --> 50 nos. 2)Back mounting frame - 2/11 -->5 nos (C.T. box with mounting bracket ) 3. Transparent dust cover --> 5 nos. complete with all accessories 4. Label Holder - 5 nos.

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

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

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 telephone cable with copper conductor, PE insulated, cores twisted, G.I. wire/strip armoured, PVC sheathed cable 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 750 mm 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 separately under relevent Civil 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. 0.5 mm dia 500 pair Telephone cable (shall be Jelly filled underground type )

Supply, installation, testing & commissioning of telephone cable with copper conductor, PE insulated, cores twisted, G.I. wire/strip armoured, PVC sheathed cable 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 750 mm 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 separately under relevent Civil 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. 0.5 mm dia 100 pair Telephone cable

Supply, installation, testing & commissioning of telephone cable with copper conductor, PE insulated, cores twisted, G.I. wire/strip armoured, PVC sheathed cable 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 750 mm 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 separately under relevent Civil 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. 0.5 mm dia 50 pair Telephone cable

Supply, installation, testing & commissioning of telephone cable with copper conductor, PE insulated, cores twisted, G.I. wire/strip armoured, PVC sheathed cable 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 750 mm 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 separately under relevent Civil 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. 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 500 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 100 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 50 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

Supply, installation, testing & commissioning of CAT-6 UTP cable in 25mm dia 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./ in existing floor raceways for telephone points on table, as required, including termination at TTB end & other end left in nearest floor junction box with 4m loop length, complete with all as required & as per instruction of EIC.

TOTAL COST OF TELEPHONE SYSTEM WORKS

Part III-L : LAN SYSTEM

LAN System : Supply, instalaltion, testing & commissioning of local area network system comprising of passive components like CAT-6A 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.

Note : 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 (LAN,Wifi and CCTV points) :Point wiring with CAT-6A cable 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 Note : 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-6A UTP or better compatible to cat-6 cable and cable managers complete as required as per instructions of E-I-C.

LAN Racks: ( Internet, Intranet, CCTV & PA rack) Supply, installation, testing & commissioning of 19" of 42 U height & 1000 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.( 1 Internet+1Intranet+1CCTV+ 1PA system+1 extra)

LAN Racks: ( Internet, Intranet, CCTV & PA rack) Supply, installation, testing & commissioning of 19" of 24 U height & 800 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.( 3 Internet+3Intranet)

LAN Racks: ( Internet, Intranet, CCTV & PA rack) 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.

LAN Racks: ( Internet, Intranet, CCTV & PA rack) Supply, installation, testing & commissioning of double section 19" wall mounted pivoting type, 9 U height & 600 mm depth rack having safety glassdoor & with standard accessories, including power supply panel, fans, cable manager, full cable entryplate with brush at top & bottom etc. complete as required & as per instructions of EIC.(SS bld)

CAT-6A Cable : Supply, installation, testing & commissioning of CAT-6A 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./ in existing floor raceways for LAN points on table/furniature & 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.

Supply, installation, testing & commissioning of 19" rack mountable 24 port LC type (duplex) LIU fully loaded with splicing tray, coupler panel and coupler (adapter)

Single mode LC-LC Patchcords(duplex), 1m

Single mode SC to LC OFC Patchcords(duplex), 1m

Termination of fibre (splicing)

Optical Fibre Cable (OFC) : Supply, installation, testing & commissioning of 48 Core, 9/125 µm, single mode armoured multi tube OFC in 50/42 mm OD/ID self lubricated HDPE pipes in ground or fixed on wall/column/slab including terminations on existing LIU etc. as per instructions of EIC. Note: 1) The scope of work includes supply & laying of 50/42 mm OD/ID self lubricated HDPE pipes and accessories such as couplers, cable end plugs, cable sealing plugs etc. in ground at depth of 600 mm excluding excavation ( Excavation of earth shall be measured in Civil section under relevant item) in all types of soil including hard rock if any 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.50/42mm HDPE pipe.

TOTAL COST OF LAN SYSTEM WORKS

Part III-M : 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: Note. 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. 4) The Panel shall be suitable for networking using open technologies such as TCP/IP, Rs 485,modbus. 5) The FA system shall be integrated with Public Address system, the necessary controler or relay for integration shall be included in the item of FA/PA controller.

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 as required & as per instructions of EIC.

Rate of Rise Heat Detectors (Thermal Detectors): Supply , installation,testing & commissioning of Analog Addressable Heat Detectors with solid state design with sensing element combination of fixed type and rate of rise of temperature indicating LED, mounting base etc. as per detailed Specification.

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 as required. complete as required & as per instructions of EIC.

Loop powered Sounder with Strobe Light: Supply ,installation,testing & commissioning of Wall Mounting Alarm Intelligent loop powered sounder complete as per specifications and as required & as per instructions of EIC.

Response Indicator : Supply ,installation,testing & commissioning of Response indicator consisting of aluminium casting enclosure & steady glowing 2 nos.red indicator (LED) and cover plate shall be screen printed as "FIRE". The unit shall be 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.

Fire Alarm Panel : Design,supply,installation,testing & commissioning of Analogue addressable microprocessor controlled Fire Alarm Control Panels, capable of being IP networked to the central monitoring System connecting through optical Fiber cable network to monitor and integrate above quantity of accessories like detectors, MCP's/loop power sounder/control modules, Fault Isolation Modules, Loop powered hooters, response indicators, fire/fault indicators, audio-visual signals, central processing units, complete with LED visual indicators, alpha-numeric display and audible alarm both for fire & fault, mains ON indication, test & reset provisions. Each loop should provided with minimum 125 detectors /devices. The panel shall include integral SMF lead acid batteries with sealed cells (max 24 V) with appropriate AH capacity, as per IS requirement with integral battery charger, wire way box , if required , front openable lockable cover with front glass etc. complete as required and as per specification & instructions of EIC. Note: If charger & battery-capacities provided in redymade panel are not meeting operation requirement as per IS2189 then charger & batteries shall be provided separately including wiring at no extra cost. 6 Loop panel

Fire Alarm Panel : Design,supply,installation,testing & commissioning of Analogue addressable microprocessor controlled Fire Alarm Control Panels, capable of being IP networked to the central monitoring System connecting through optical Fiber cable network to monitor and integrate above quantity of accessories like detectors, MCP's/loop power sounder/control modules, Fault Isolation Modules, Loop powered hooters, response indicators, fire/fault indicators, audio-visual signals, central processing units, complete with LED visual indicators, alpha-numeric display and audible alarm both for fire & fault, mains ON indication, test & reset provisions. Each loop should provided with minimum 125 detectors /devices. The panel shall include integral SMF lead acid batteries with sealed cells (max 24 V) with appropriate AH capacity, as per IS requirement with integral battery charger, wire way box , if required , front openable lockable cover with front glass etc. complete as required and as per specification & instructions of EIC. Note: If charger & battery-capacities provided in redymade panel are not meeting operation requirement as per IS2189 then charger & batteries shall be provided separately including wiring at no extra cost. 2 Loop panel

Supply ,installation,testing & commissioning of relay transponder with surface mounting housing box and interconnection for inegration of IBMS system

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.

TOTAL COST OF FIRE ALARM SYSTEM WORKS

Part III-N : LIGHTNING PROTECTION SYSTEM

Lightning Protection System :

Supply, installation, testing & commissioning of test link box consisting of 37 X 6 mm, heavily hot dipped GI test link, 25 X 6mm GI nut bolts & washers, suitable enclosure made of 2mm thick MS CRCA sheet with GI fixing screws/anchor fasteners etc., complete all as per STD drawing CSG/EM/STD -26 , specifications and as per the instructions of Engineer-in-charge.

Supply, installation, testing & commissioning of 25 x 6 mm heavily hot dipped GI earth strip for roofs &down conductors fixed on roof/wall/slab/ column with 5mm.thick GI spacers fixed with no. 10 GI wood screws & 2 mm thick GI saddles with GI machine screws, interconnection of earth strip with welded joints and GI nut bolts & washer painting with two coats of metallic paint, etc. instructions of Engineer-in-charge.

Supply, installation, testing & commissioning 37 X 6mm heavily hot dipped GI earth strip for ground conductors fixed with no.10 GI wood screws & 1-2 mm thick GI saddles with G.I machine screws or in ground at 750mm below including excavation in all types of soil/rock with temporary reinstatement & back filling of trench, interconnection of earth strip with welded joints and GI nut bolts & washers, painting with two coats of metallic Aluminium paint for above ground portion & painting with two coats of black bituminous compound for earth strip in ground etc. all as per drawing, specifications and as per the instructions of the Engineer-in-charge.

TOTAL COST OF LIGHTNING PROTECTION SYSTEM

Part III-O : EMERGENCY EVACUATION (PA)SYSTEM

Emergency Evacuation/Public Address System (PAS) :Supply,installation,testing & commissioning of public Address system as per relevant standards, as directed by E-I-C and consisting of the following: Note. 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 controller,amplifire, speakers call station etc. 3)Scope includes interconnection of various PAS components in 19" cabinet/rack 4)Make of all the components of PAS shall be same. 5) The sysem shall be suitable for networking using open technologies. 6) The PA system shall be integrated with Fire alarm system, the necessary controler or relay for integration shall be included in the item. 7) The necessary network cable assembly, accessories etc. required for interconnection and integration of the PA system and other equipment mounted inside the network rack shall included in the cost of controller.

Supply,installation,testing & commissioning of 8 zone digital System Controller complete in 19'' Rack mountable Dual tone, integration with existing Fire alarm system,control for Speech & Music, tone generator & Speech Processor with relays for activating tone & pre-recorded fire alarm messages etc as specified in the Tender Specifications Note: scope also includes interconnection of existing FA panel with PA controller including testing & commissioning of interface of integrated FA-PA system

Digital Power Amplifier : Supply ,installation,testing & commissioning of 19''rack mounted class-D Power Amplifier with on board DSP power for local signal processing, Switched mode power supply, Local audio inputs, Mains and battery operation and supervision, complete with following types and as per instructions of EIC. 500 W Power amplifier

Call Station : Basic Call Station with Power 'ON' indication, status/fault indications, priority level of destination is higher than that of the pending announcement indication, Supervision of microphone capsule and with built in On board DSP power for local audio processing. The call station basic can make manual or prerecorded announcements to any pre-assigned zones. The call station shall be provided with 18" gooseneck type microphone. The call station shall be fully supervised and must supports failsafe operation. Even if the network controller fails, the call station shall be able to put through emergency calls and as specified in the tender specifications and as per instructions of EIC.

PA system cabling: Supply ,installation,testing & commissioning of shielded twisted 2 no.1.5sqmm copper, multi stranded, overall PVC insulated and unarmoured cable (Blue color) 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. The cost of mounting base boxes & the cost of providing cable glands etc shall be included in the scope of work.

Supply & installation of DVD player with USB support ,in-built compressor & limiter as per instruction of EIC.

Supply, installation, testing & commissioning of 3 kVA double conversion (online) rack mountable UPS with single phase input and single phase output configuration with min. 15 minutes battery backup at 100% load using inbuilt sealed maintenance free batteries, flexible chord with plug in existing network rack as per instructions of EIC.

TOTAL COST OF EMERGENCY VOICE EVACUATION SYSTEM (PA) WORKS

Part III-P : UPS system

Supply, Installation, Testing and commissioning of the following capacities of double conversion online UPS with 3 phase input and 3 phase output, with harmonic filter, input Current Harmonic < 3 % and input Power Factor of 0.99 or better, isolation transformer, indications, protections, metering, alarm etc. 30 minutes battery backup using SMF batteries, Battery MCCB, Battery cabinet, interconnection cable between battery bank and UPS and inter battery links etc. all as per specifications and instructions of EIC. Note:1) All the points mentioned in technical shall also be complied along with above description.

50 kVA UPS

TOTAL COST OF UPS works WORKS

Part III-Q : T.V. SYSTEM

TV SYSTEM

T.V. point wiring complete with RG-6 solid co-axial copper conductor cable from spliter in 25mm dia MS/PVC (HMS) conduit in slab/wall or on the surface of slab/wall with G.I spacers & saddles fixed with nylon plugs, wood screws with all conduit accessories, suitable MS pull boxes/junction boxes, complete with modular T.V. socket outlet in readymade minimum 1 mm thick CRCA sheet zinc passivated brass earthing studs etc as required with connections at both ends all as per the instruction of E.I.C

Supply,installation,testing & commissioning of RG-11 solid co-axial copper conductor cable in 25mm dia PVC (HMS) concealed conduit in slab/wall or on the surface of slab/wall with G.I. spacers & saddles fixed with nylon plugs, wood screws with all conduit accessories, suitable M.S. pull boxes / junction boxes complete with connections at both ends (Between spliter to spliter / amplifier box) as per instruction of Engineer-in-charge.

Supply & installation of MS Box of 160 X 160 X 100 mm deep made of nominal 1.2mm thick CRCA sheet for T.V. antenna spliter box (concealed type ) with 4 way splitter with power pass & with knock-outs & front door with concealed hinges, locking arrangements complete with name plate, painting, and as per instruction of E-I-C.

TOTAL OF T.V SYSTEM WORKS

Part III-R : 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

300mm width x 75 mm depth

500mm width x 75 mm depth

CABLE TRAYS AND CABLE MANAGEMENT SYSTEM : Supplying and fixing following sizes of GI wire perforated type, 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, top cover and other accessories as required, and duly suspended from the ceiling with electro-zinc coated TF rods, wall mounting brackets etc

300mm width x 75 mm depth

500mm width x 75 mm depth

Cable Marker : Supply, installation of oval/circular shaped G.I cable marker engraved as "LT/HT Cable/HT straight through joint" complete with 32mm dia NB medium G.I pipe support as per IS 1239 with 1:2:4 PCC base concreting, G.I nut bolts, including excavation in all types of soil upto required depth and refilling etc all as per drawing,specifications and as per the instructions of E.I.C

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

40 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.

Aluminium Wall race way & Accessories : Supply & instalaltion of 105 x 50 mm Al. trunking suitable for surface mounting with 85 mm width cover complete with all accessories such as clip on partitions, end caps, internal angles (Adjustable from 80 - 100 deg C) partition junction for internal angles, base joint, cover joint, clips for 85 mm width cover, flat junction , wire retainers, earth link etc as required and as per instructions of E-I-C Note : Nothing shall be paid extra for accessories

Floor Raceways: Fabricating and installing following size of G.I floor raceways with G.I partion at 100mm, including common G.I cover, earthing with 8 SWG G.I wire and other accessories as required & instructions of E.I.C.

300mm x 38 mm 3 compartment raceway

150mm x 38 mm raceway

Junction box for Floor Raceways: Fabricating and installing following size of G.I junction box for floor raceways including G.I cover, as required & instructions of E.I.C.

300 x 300 x 45-90mm ( Suitable for 300 X 38 mm raceway)

150 x 150 x 45-90mm ( Suitable for 150 X 38 mm raceway)

Terminal boxes :Supply & erection of min. IP 66,weather proof outdoor Polycarbonate terminal box suitable for termination of cable upto 4sqmm size, housing 4 Nos terminals on epoxy insulator, 1 no.neutral link, 1 no. earth link etc. along with IP 65 PVC type end joint.

Supply, installation ,testing and commissing of 100A ,4 Pole, 36kA MCCB microprocessor based trip unit (LSI) with extended rotary handle with suitable enclosure and cable end boxes fabricated out of 16 SWG MS CRCA sheet,powder coated as required and as per EIC for rooftop solar PV system

Terrace door: Magnetic lock SITC of access control with Electro Magnetic (EM) lock on single leaf terrace door and shall be intergated with Fire alarm sysem complete as per instruction of EIC. Note: The terrace door shall be fitted with magnetic lock along with following items to achieve automatic operation of door a) The necessary power supply for EM lock including the junction box shall be included in scope of item. b) It shall have fail safe mechanism- the door shall be able to unlocked whenever power supply is cut-off c) Push release button for manual override/access control door, shall be installed inside small GI enclosure with viewing glass window and locking arrangemenet mounted on wall at 1mtr height- 2 sets shall be included in item d) The LED indication for lock/ unlock position on EMI shall present d) A controller or relays etc which shall be compatable & can synchronise with exisiting fire alarm panel such that door shall unlocked if fire alarm system is triggered, any necessary controllers or relay modules etc. including complete wiring required to achieve this function shall be included in item e)It shall be suitable to install on existing single leaf 2 hour fire retardand door

TOTAL OF MISCELLANEOUS ITEMS

Part III-S : SUBSTATION EQUIPMENTS :

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.

Insulating Mat :Supply and fixing in position of 'B' class ELASTOMER' insulating mat for protection to operators for working voltages upto 11 KV as per IS 15652 - 2006 of size 1000 mm (W) as per instructions of EIC.

Safety Equipment: Providing and fixing danger plates made of mild steel atleast 2 mm thick & vitreous enameled white on both sides and with inscriptions in single red colour on front side as required. High voltage size 250 mm x 200 mm

Safety Equipment: Providing and fixing danger plates made of mild steel atleast 2 mm thick & vitreous enameled white on both sides and with inscriptions in single red colour on front side as required. Medium Voltage size 200 mm x 150 mm

Providing and fixing carbon di-oxide (CO2) type fire extinguishers conforming to IS 15683 and cylinders fully charged of 4.5kg capacity.

Supply and fixing of foam fire extinguishers, portable type 9 litres capacity ( IS 15683) hanged on wall with bracket complete as required.

Supply & fixing of ABC type Fire extinguisher (IS 15683) - 6 kg capacity

Supply and fixing safety instruction chart in three languages with necessary lamination mounted on wooden frame with 5 mm thick glass as required ( approx front area 1.20 sq.mt)

Supply and fixing shock treatment chart in three languages with necessary lamination mounted on wooden frame with 5 mm thick glass as required ( approx front area 1.20 sq.mt)

Supply and fixing of electric schematic as built drawing (A0 size) in AUTOGLO with Al frame & as per instructions of E-I-C

Supply & erection of canopy type MS structure made of 40 NB medium MS pipe as per IS 1239 grouted in 1:2:4 PCC foundation , 25 x 25 x 3 mm angle iron framework and 14 SWG GI sheet covering and providing 4 nos 9.5 litre capacity GI bucket painted in post office red colour with prior coat of red-oxide paint with written with white paint 'FIRE' and including filling with clean sand, complete as required & as per instructions of EIC.

Providing fire aid box as approved by St. John Ambulance Brigade/Indian Red Cross conforming to IS 2217-1963 including necessary wall mounting MS frame etc. as required.

Supply of pedestal type sign board for substation of size 1530 mm x 900 mm fabricated out of 50 mm x 50 mm x 5 mm angle including providing and fixing 900 mm x 600 mm x 1.6 mm MS sheet duly welded , painted and printing as desired and fixing in ground complete as required & as per instructions of EIC.

Supply & fixing of display board for sub-station of 800 mm x 230 mm x 5 mm perspex sheet including printing on the sheet etc and fixing the same on wall complete as required and as per the instructions of E-I-C.

Supply of artificial respirator as per Director General of Medical Supplies , Govt of India , required as per IE Rule no. 44

Supply of HT rubber gloves & gum boots of approved quality suitable for use at 11kV, conforming to relevant statutory regulations, IS as required & as per instructionss of EIC.

Supply & fixing 'NO SMOKING' & RESTRICTED ZONE' AUTOGLO' sign boards in three language with Al. frame as required & instructions of EIC.

Supply and fixing of display board of 5mm Self glowing/ fluorescent perspex sheet including printing on the sheet etc. and fixing the same on door/wall for signages for way to staircase, escape routes, staircase, floor nos, exit signs etc. complete as required and as per the instruction of E-I-C

TOTAL COST OF SUBSTATION EQUIPMENT

Part III-T : 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 6mm 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.

Recessed mounted LED luminaire 3500 lumen output dimmable similar to M/S Signify make cat no: RC380B LED 36S L60W60 PSD 'FullGlow' G5 with dimmable DALI ballastor eq. approved

Recessed mounted LED luminaire 3500 lumen output similar to M/S Signify make cat no: RC380B LED 36S L60W60 PSU 'FullGlow' without dimmable DALI ballastor eq. approved

Recessed mounted LED luminaire of 3000 lumen output low glare/ indirect lighting similar to M/S Signify make cat no: RC600B LED30S-PSD 'PowerBalance' with dimmable DALI ballast or eq. approved

Deep Recessed mounted downlight LED luminaire of 1000 lumen output, low glare and high quality reflector, superior lighing and aesthetics with wide beam similar to M/S Signify make cat no: DN590B M LED10S-PSD WBWH 'Luxspace Pro' with dimmable DALI ballast or eq. approved.

Recessed mounted LED luminaire 1800 lumen output similar to M/S Signify make cat no: DN296 LED20S-PSU 'GreenPerform sleek' or eq. approved.

Recessed mounted LED luminaire 1400 lumen output similar to M/S Signify make cat no: DN296 LED15S-PSU 'GreenPerform sleek' or eq. approved.

Recessed mounted LED luminaire 900 lumen output similar to M/S Signify make cat no: DN296 LED9S-PSU 'GreenPerform sleek' or eq. approved.

Recessed mounted LED luminaire 900 lumen output tiltable spot light with decorative finish similar to M/S Signify make cat no: RS362B LED6S (WW) 'SmartBright accent Pro' or eq. approved.

Surface mounted IP65,IK08, LED luminaires of 4000 lumen and similar to M/s Signify cat no BY202P LED 43S PSU 'Wellglass' or eq approved

LED step light IP67, IK10, outdoor rectangular wall recessed indirect fixture in-built driver similar to M/s signify cat no BWG 150LED 50 PSU or eq. approved.

Surface mounted IP 65 water proof LED luminaire 3600 lumen output similar to M/S Signify make cat no: WT150C LED 40S CW PSU 'Waterproof' or eq. approved

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

Supply & erection of 7 to 12W Bollard fixture, 800-1000 mm high, min.IP 65, IK 05, 2700-4000 degree K CCT, with PCC block of 200 x 200 x 200 mm for mounting on ground, anchor fastners, 2 nos 40/33 mm HDPE pipes in PCC block for passage of loop in & out cables etc.earthing etc. complete as required similar to M/S Signify make cat no: BCP150/151 LED 150 /WW PSU7043 'LED Bollard' or eq. approved as per instructions of E-I-C.

LED surface mounted bulkhead luminaire fitting having 600 lumen output similar to M/s Signify cat no. WT202 W LED 6S PSU 'EnduraLED bulkhead' or equivalent approved.

Street light LED luminaries having a minimum efficacy of 110 lumen/watt and a minimum output of 3500 lumens, & pressure die cast Aluminium housing, UV stabilized polycarbonate / toughened glass diffuser having IP66 & IK07 protection etc. similar to M/s Signify cat no. BRP030 LED 35S CW SLR PSU GR 'SmartBright essential' or eq. approved. as per specifications and instructions of EIC. The luminaire shall be mounted on 40 mm NB G.I pipe medium variety to IS 1239, 0.9m long bend to shape welded on GI plate fixed to wall with anchor fastner, GI saddle etc. as shown in drawing. Scope also includes IP66 terminal box, IP65 PVC gland for cable, internal wiring with 2.5 sq.mm copper conductor PVC wires from terminal box to fixture in the PVC rigid/ flexible pipe & earthing .

LED Dimming System : Supply, installation, testing & commissioning, including programming of following control modules complete with looping wiring from fixture to fixture with Cat-6 jumper cables & leader cable and interface module looping with Cat-6 wires all in PVC HMS conduit of 25-32 mm size etc. complete as required and as per instructions of E-I-C. The controller used shall be DIN rail mounting type inside readymade metallic enclosure.the metallic enclosures (DB) shall be included in this scope only. DALI broadcast controller similar to DDBC320 of M/s Dynalite or equivalent approved.

LED Dimming System : Supply, installation, testing & commissioning, including programming of following control modules complete with looping wiring from fixture to fixture with Cat-6 jumper cables & leader cable and interface module looping with Cat-6 wires all in PVC HMS conduit of 25-32 mm size etc. complete as required and as per instructions of E-I-C. The controller used shall be DIN rail mounting type inside readymade metallic enclosure.the metallic enclosures (DB) shall be included in this scope only. DC regulated power supply module similar to DDNP1501 of M/s Dynalite or equivalent approved.

LED Dimming System : Supply, installation, testing & commissioning, including programming of following control modules complete with looping wiring from fixture to fixture with Cat-6 jumper cables & leader cable and interface module looping with Cat-6 wires all in PVC HMS conduit of 25-32 mm size etc. complete as required and as per instructions of E-I-C. The controller used shall be DIN rail mounting type inside readymade metallic enclosure.the metallic enclosures (DB) shall be included in this scope only. User interface device similar to DLPE9100 of M/s Dynaliteor equivalent 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 450mm 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.

Exhaust fans: Supply, installation, testing & commissioning of 200/225 mm dia size of cassette type exhaust fans, single phase complete with blades, motor, scope includes supply of 3C copper 1.5 sq.mm. flexible chord of suitable length upto ceiling rose near exhaust fan with louvers with bird screen rag and fixing arrangement in window/wall as per instructions of EIC.

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)

Water Heaters: Supply, installation, testing & commissioning of instant type 1 litre capacity water heater to work on 230 V AC supply with 3000 W heating element complete with all accessories, ISI mark, with SS 304 inner container and ABS plastic outer body, PUF insulation between inner & outer container, thermostat , thermal cut out, pressure release valve, PVC insulated stranded copper chord for interconnection between water heater to junction box, connector, flexible pipe of suitable size for inlet and outlet water connection etc. Can be mounted on M.S supports fabricated out of 25 mm x 5 mm thick flat fixed on wall with 4 nos. of No. 10 nettle fold screws in wall with nylon/phil plug & all mounting accessories with suitable lugs (the MS support shall be measured in MS fabrication item of miscellaneous section) if required, all as per specificaiton and instruction of E-I-C.

TOTAL OF LIGHTING LUMINAIRES

Part III-U : ROOFTOP SOLAR PV SYSTEM

Solar PV plant system package:Design, Supply, instalation, testing and commissioning of solar PV based plant comprising each of Mono-Perc half cut cell Solar Photo Voltaic Modules connected in series to form strings and various strings connected in parallel to form a array to generate DC power complete with solar inverter having built in MPPT's ,with solar panel rated power Wp of 545watt (minimum) 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. 30 kWp Solar PV system with 30 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 COST OF SOLAR PV WORKS

Part III-V : Elevator works

16 Passenger (min 1088kg) capacity elevator MRL: Design, fabrication, manufacture, assembly, delivery to site, installation, testing, commissioning and handing over of 16 passenger (min. 1088 kg) capacity lift having contract speed of 1.6m/s serving different floors in the existing lift shaft as per detailed specifications enclosed, lift rules, IS , as per instructions of E-I-C and as under : 1. Machine roomless with gearless electric drive 2. Duty load : 16 passenger (min.1088kg) 3. Speed : 1.6 m/s 4. Floors served : Basement+ground+6 floors=8 nos 5.Stops & opening : 8 (same side). 6. Controller : A.C. variable voltage & variable frequency with closed loop control.

7. Operation : Microprocessor based single automatic push button / full collective with /without attendant. 8. Power - 415 V, 3 phase, 50 Hz, 4 wires system 9. Type of doors : a) Car : Power operated, centre opening horizontal sliding stainless steel doors in honeycomb/ vandal proof finish with sandwich construction. b) Landing doors : Centre opening horizontal sliding stainless steel doors in honeycomb/ vandal proof finish with sandwich construction c) Tamper proof infra-red full width and full height of the opening with protective leading edge device as backup protection. 10. Lift car floor: Granite flooring of approved pattern as per tender drawing. 11. Automatic rescue device complete with dry maintenance free batteries as required. 12. 1no Lift shall be designated as fire lift as per statutory norms, the SITC of necessary accessories shall included including statutory approval.

TOTAL COST OF ELEVATOR WORKS

Part III-W : Clean Agent Fire Supression system:

Clean Agent Fire supression system: Supply, Installation, Testing, and Commissioning of clean agent type (powder type not allowed) similar to FK5-1-12, HFC227ea or equivalent approved, gas-based total flooding fire suppression systems for UPS & Battery Rooms, server room and clean agent gas-based with control panel suppression systems for electrical panels.The scope shall includes seamless cylinders, mechanical and electrical actuators, discharge hoses, pressure switches, nozzles, and associated accessories.System design to ensure compliance with UL, FM, and PESO certifications. Note: 1)the scope shall includes Gas release Panel with multiple Zones, Smoke sensors, Manualc call points, Manual Release and Abort switch. Sounder strobe, Cable with Laying accessories,Warning Signs, Flow calculation Report, & Installation of Gas suppression system and Room Integrity Gas release panel (min. 2 zones) with smoke detectors, manual call points, abort switches, sounder strobe, and necessary cabling etc. 2) Shall includes piping, fittings, painting, supports, and room integrity testing.

3)Shall include installation of all systems with appropriate mounting brackets and safety precautions. 4) The scope shall include Room integrity tests for UPS cum Battery Rooms. and Functional and discharge testing for the suppression systems. 5) The scope shall include any lifting equipment required and Nitrogen Cylinder etc. 6) The scope shall include detailed design for fire suppression system as per UPS/server room dimensions and sizes of LT panels mentioned below and shall be submitted to EIC for approval. 7)Shall be tested to check leakages in the room as per standard. 8) Entire Fire supression systems shall be integrated with Fire alarm system and Public address system. The necessary relay transponder or equipment shall be included in the scope.

Total Flooding System (UPS & Battery Rooms): Proividing & fixing of ceiling mounted, clean agent type (powder type not allowed) fire extinguisher that is conforming to relevant BS/IS Standards and comprises of a cylinder that is filled with minimum 9 Kg of pressurised fire suppressing agent suitable for extinguishing electrical fires and which is also fitted with pressure indicating gauge and sprinkler bulb (Pendent type, FM & UL approved) of 68 °C rating. The cylinder shall be hydrostatically tested and the operating pressure shall be as per relavent standard.This item also includes all the supports and fasteners necessary for installing the fire extinguisher by suspension from the ceiling. The fasteners shall all be of stainless steel and Hilti make. The Fire extinguisher shall be supplied and placed without any damage, scratches and loss of accessories. All works shall be carried out as instructed by the Engineer-In-Charge. The necessary assessories required for complete functionality of this system shall be included in the cost of this item. For LAN/UPS rooms size of 4925x4100 x 4000mm (H)

Total Flooding System (UPS & Battery Rooms): Proividing & fixing of ceiling mounted, clean agent type (powder type not allowed) fire extinguisher that is conforming to relevant BS/IS Standards and comprises of a cylinder that is filled with minimum 9 Kg of pressurised fire suppressing agent suitable for extinguishing electrical fires and which is also fitted with pressure indicating gauge and sprinkler bulb (Pendent type, FM & UL approved) of 68 °C rating. The cylinder shall be hydrostatically tested and the operating pressure shall be as per relavent standard.This item also includes all the supports and fasteners necessary for installing the fire extinguisher by suspension from the ceiling. The fasteners shall all be of stainless steel and Hilti make. The Fire extinguisher shall be supplied and placed without any damage, scratches and loss of accessories. All works shall be carried out as instructed by the Engineer-In-Charge. The necessary assessories required for complete functionality of this system shall be included in the cost of this item. For ITER server room size of 11800x11300 x 4000mm (H)

Panel Based System: Supply, Installation, Testing & Commissioning of clean agent type (powder type not allowed) Panel Suppression system for Electrical Panels.:1) Main LT panel 2) LT panel for ITER building, 3) Main Emergency Panel, 4) Emergency panel for ITER building, 5) UPS panel ITER building, 6) 300kVAr capacitor panel, 7) Active harmonic filter etc.panel. Note: 1) The cost of item shall includes piping, fittings, painting, supports, and room integrity testing etc. 2) The provision to integrate with existing Fire alarm panel shall be included in the cost, including necessary relay or controller required to achieve the integration. Supply Installation, Testing Commissioning of clean agent Gas Cylinder Capacity of min. 04 Kgs filled with clean Agent and Valve Assembly. clean agent is UL Listed and filled with PESO approved Station only. The Cylinder valve designed to open and close automatically or manually to release the suppression agent in case of a fire. The cylinder is the primary storage container for the suppression agent (clean gas). It shall stores the agent in pressurized form until needed. The scope shall includes cylinder with its mounting bracket and all accessories required.

Panel Based System: Supply, Installation, Testing & Commissioning of clean agent type (powder type not allowed) Panel Suppression system for Electrical Panels.:1) Main LT panel 2) LT panel for ITER building, 3) Main Emergency Panel, 4) Emergency panel for ITER building, 5) UPS panel ITER building, 6) 300kVAr capacitor panel, 7) Active harmonic filter etc.panel. Note: 1) The cost of item shall includes piping, fittings, painting, supports, and room integrity testing etc. 2) The provision to integrate with existing Fire alarm panel shall be included in the cost, including necessary relay or controller required to achieve the integration. Supply Installation, Testing Commissioning of clean agnet Gas Cylinder Capacity of min. 02 Kgs filled with clean Agent and Valve Assembly. The clean Agent shall be UL Listed and filled with PESO approved Station only. The Cylinder valve designed to open and close automatically or manually to release the suppression agent in case of a fire. The cylinder is the primary storage container for the suppression agent (clean gas). It shall stores the agent in pressurized form until needed. The scope shall includes cylinder with its mounting bracket and all accessories required.

Panel Based System: Supply, Installation, Testing & Commissioning of clean agent type (powder type not allowed) Panel Suppression system for Electrical Panels.:1) Main LT panel 2) LT panel for ITER building, 3) Main Emergency Panel, 4) Emergency panel for ITER building, 5) UPS panel ITER building, 6) 300kVAr capacitor panel, 7) Active harmonic filter etc.panel. Note: 1) The cost of item shall includes piping, fittings, painting, supports, and room integrity testing etc. 2) The provision to integrate with existing Fire alarm panel shall be included in the cost, including necessary relay or controller required to achieve the integration. Supply Installation, Testing Commissioning of Pressure Gauge with EOL Adapter and Non return valve.

Panel Based System: Supply, Installation, Testing & Commissioning of clean agent type (powder type not allowed) Panel Suppression system for Electrical Panels.:1) Main LT panel 2) LT panel for ITER building, 3) Main Emergency Panel, 4) Emergency panel for ITER building, 5) UPS panel ITER building, 6) 300kVAr capacitor panel, 7) Active harmonic filter etc.panel. Note: 1) The cost of item shall includes piping, fittings, painting, supports, and room integrity testing etc. 2) The provision to integrate with existing Fire alarm panel shall be included in the cost, including necessary relay or controller required to achieve the integration. Supply Installation, Testing Commissioning of Pressure Switch.

Panel Based System: Supply, Installation, Testing & Commissioning of clean agent type (powder type not allowed) Panel Suppression system for Electrical Panels.:1) Main LT panel 2) LT panel for ITER building, 3) Main Emergency Panel, 4) Emergency panel for ITER building, 5) UPS panel ITER building, 6) 300kVAr capacitor panel, 7) Active harmonic filter etc.panel. Note: 1) The cost of item shall includes piping, fittings, painting, supports, and room integrity testing etc. 2) The provision to integrate with existing Fire alarm panel shall be included in the cost, including necessary relay or controller required to achieve the integration. Supply Installation, Testing Commissioning of Pneumatic detection tubing is temperature sensitive and acts as a continuous linear thermal detector that ruptures at approximately 230F (110C) guaranteeing early detection and rapid extinguishment. UL Listed.

Panel Based System: Supply, Installation, Testing & Commissioning of clean agent type (powder type not allowed) Panel Suppression system for Electrical Panels.:1) Main LT panel 2) LT panel for ITER building, 3) Main Emergency Panel, 4) Emergency panel for ITER building, 5) UPS panel ITER building, 6) 300kVAr capacitor panel, 7) Active harmonic filter etc.panel. Note: 1) The cost of item shall includes piping, fittings, painting, supports, and room integrity testing etc. 2) The provision to integrate with existing Fire alarm panel shall be included in the cost, including necessary relay or controller required to achieve the integration. Supply Installation, Testing Commissioning of of Audio Alarm panel with inbuilt Hooter . The Panel shall able to manages all components, ensuring proper operation and activation of the suppression system

TOTAL COST OF CLEAN AGENT FIRE SUPRESSION SYSTEM

Description of Work / Item(s)

Amount

ABSTRACT OF PART - IV : HVAC WORKS

PART - IV : HVAC WORKS

Description of Work / Item(s)

Amount

PART - IV : HVAC WORKS

Outdoor units Design, manufacturing, supply, installation, testing & commissioning of air cooled VRV outdoor units working on R-410 A/CFC Free refrigerant. The system shall be suitable to operate on 3 phase, 380-415 V, 50 Hz AC supply and shall comprise of all inverter based scroll compressors, confirming to the technical specification. The outdoor units of VRV system should be compatible with RoHS Directive. It should be compatible with all type of indoor units like cassettee units, Hi-wall units, False ceiling mounted units, TFA units, floor mounted units etc. The outdoor units should consist of VRV combination as per manufacturer std. air cooled condenser with each unit comprising 2 or 3 nos High COP Compressors of which all should be a Variable Speed Scroll compressor, condenser fans which have high external static Pressure of upto 78.4Pa with fan grill, fan motor & controls. The Outdoor units should also include microprocessor control panel, internal control and power wiring, internal interconnecting refrigerant pipes, charging ports, system required standard refrigerant charge, high efficiency heat exchange coil, oil seperator, accumulator and all other required accessories, hardwares shall be enclosed in a single enclosure(s).

The entire unit shall have weather resistant powder coating paint for withstanding all ambeint conditions for continous operation and the units shall operate at lower noise levels of approx. 70 dB(A). It shall have ease of maintenance by incorporating Automatic Test Function, Memory Function for operational data and centrally controlled as per cooling zones. The system shall be compatible for microprocessor control by being connected with a separate corded central controller for each cooling zone or set of indoor units for informations and controls such as a) operating condition of indoor units, b) zone control, c) Malfunction code display, d) Airflow volume & direction control, e) Ventillation volume & mode control.It shall be further connectable with unified ON/OFF Controller, Schedule Timer and BMS System. This shall include all hardware and necessary inbuilt softwares complete in all respects as per the drawings

Note : 1) The VRF/VRV shall have incoming power MCCBs/MCBs as per VRF/VRV unit control panels specifications. 2) The individual PCB should be microprocessor based as compatible for operation from remote controls with all hardwares, software and accessories complete in all respects. 3) Outdoor units shall be with anti-corrosion treatment and all nuts, bolts etc. shall be hot dip galvanizesd steel. 4) Testing, commissioning of VRV systems shall be included by the bidder in the scope of the work. All the consumables including refrigerant and oil for the proposed VRV system shall be under the scope of the bidder. The topping shall be done for any leakage during testing & commissioning of refrigerant (R-410 A/cfc free).

20 HP ODU

18 HP ODU

12 HP ODU

Indoor units

Cassette type (Round flow) units Design, manufacturing, supply, installation, testing & commissioning of following air cooled VRF/VRV type all directional round flow DX split ceiling mounted cassette type indoor air conditioning unit of following capacity for mounting inside false ceiling confirming to the technical specification of VRF/VRV system and compatible with above Outdoor units. It should comprise of cooling coil, blower with multi speed motor, electronic expansion valve, supply & return air grilles, filters, insulated connection of refrigerant circuit, condensate water drain pump with electronic level sensor including cordless remote controllers & installation from ceiling with all required supports, anchor fastners hardwares, interconnecting refrigerant copper piping, support etc. All as per technical specifications and instructions of Engineer-in-charge and drawings. 1.2 TR

Cassette type (Round flow) units Design, manufacturing, supply, installation, testing & commissioning of following air cooled VRF/VRV type all directional round flow DX split ceiling mounted cassette type indoor air conditioning unit of following capacity for mounting inside false ceiling confirming to the technical specification of VRF/VRV system and compatible with above Outdoor units. It should comprise of cooling coil, blower with multi speed motor, electronic expansion valve, supply & return air grilles, filters, insulated connection of refrigerant circuit, condensate water drain pump with electronic level sensor including cordless remote controllers & installation from ceiling with all required supports, anchor fastners hardwares, interconnecting refrigerant copper piping, support etc. All as per technical specifications and instructions of Engineer-in-charge and drawings. 2.0 TR

Cassette type (Round flow) units Design, manufacturing, supply, installation, testing & commissioning of following air cooled VRF/VRV type all directional round flow DX split ceiling mounted cassette type indoor air conditioning unit of following capacity for mounting inside false ceiling confirming to the technical specification of VRF/VRV system and compatible with above Outdoor units. It should comprise of cooling coil, blower with multi speed motor, electronic expansion valve, supply & return air grilles, filters, insulated connection of refrigerant circuit, condensate water drain pump with electronic level sensor including cordless remote controllers & installation from ceiling with all required supports, anchor fastners hardwares, interconnecting refrigerant copper piping, support etc. All as per technical specifications and instructions of Engineer-in-charge and drawings. 2.5 TR

Cassette type (Round flow) units Design, manufacturing, supply, installation, testing & commissioning of following air cooled VRF/VRV type all directional round flow DX split ceiling mounted cassette type indoor air conditioning unit of following capacity for mounting inside false ceiling confirming to the technical specification of VRF/VRV system and compatible with above Outdoor units. It should comprise of cooling coil, blower with multi speed motor, electronic expansion valve, supply & return air grilles, filters, insulated connection of refrigerant circuit, condensate water drain pump with electronic level sensor including cordless remote controllers & installation from ceiling with all required supports, anchor fastners hardwares, interconnecting refrigerant copper piping, support etc. All as per technical specifications and instructions of Engineer-in-charge and drawings. 3.2 TR

Outdoor Air Processing Units(TFA) Design, manufacture, supply, installation, testing & commissioning of air cooled VRF/VRV type Outdoor Air processing Treated Fresh Air units of 4 TR capacity with 1000 cfm conforming to the technical specification of VRF/VRV system and compatible with above Outdoor units where-in the IDU comprises of refrigerant DX cooling coil, electronic expansion valve, blower with multi speed motor, insulated connection of refrigerant circuit, filters, thermally insulated condensate water drain line, complete and suitable to operate from cordless/ corded remote controller including remote controller along with micro processor based PCB for operation of the indoor units and installation on the ceiling with all required supports, anchor fasteners, hardwares with interconnecting copper piping, valves supports etc. suitable for operation with VRF/VRV system working on R 410 A/ cfc free refrigerant, all complete as per specification and as directed by EIC.

Grilles and Diffuser Design, supply, installation, testing, commissioning and balancing of powder coated Aluminium extruded anodized grills, diffusers with double deflection louvers with volume control dampers for supply / return air all as per specifications & instructions of Engineer-in-charge.

Central Remote controllers Supply, installation, testing & commissioning of central remote controller as per specification corded controller for each coolig zone / floor to perform the following for Indoor units on each floor; A) Temperature of air in the room / area served by indoor units. B) Indication of no. of indoor and outdoor units working. C) ON/OFF condition of indoor units. D)Malfunction code display. E) Airflow volume & direction control. F) Ventillation volume & mode control. Provision of necessary UPS and cabling, etc, if any shall be included in the scope of the item.

Refrigerant joints Supply, installation, testing & commissioning of refrigerant joints from VRF/VRV manufacturers for VRF/VRV system as per specifications and instruction of EIC. It should have minimum three connections (one inlet and two outlets). Each refrigerant joints sets should form combinedly of suction and discharge line i.e. two nos. of refrigerant joints per set.

Communication cables Supply, laying, testing & commissioning of standard copper 2C x 1.5 sq.mm screened sheilded communication cabling to have interface between outdoor units / controller to individual indoor units and covered into PVC conduit (HMS quality) to be laid on wall/false ceiling & covered ceiling including clamping and supporting as per standard specifications.

Flexible pipe ducting Supply, installation, testing & commisioning of 65 mm dia. Pre-insulated flexible pipe ducting as per standard specifications through 65mm dia GI sleeves installed in walls as per specifications, drawings and instruction of EIC.

GI Ducting Design, supply, fabrication, installation, testing and commissioning of GI ducting of following sizes for supply from TFA, fresh air ducts and ventilation ducts complete with turning vanes, access doors, supports etc. as per drawing and specifications

Insulation Thermal Insulation

Supply, installation, testing & commissioning of Al foil faced 13mm nitrile rubber insulation class O for TFA ducting and fresh air ducting as per specification. The duct shall be pre cleaned before applying a thin film of manufacturers recommended adhesive. All joints shall be air tight and sealed with aluminmum tape.

Fresh Air Connection Design, supply, fabrication, installation of outdoor air connection made out of GSS, mounted over a wooden frame of required size with rain protection, bird screen Aluminium powder coated rain protection louver damper all as per standard specifications for treated fresh air units and fresh air ducts.

Refrigerant piping Design, Supply, installation, testing & commissioning of the insulated refrigerant piping between outdoor unit to indoor units as per the manufacturer standard. The insulation shall be of 19 mm thick Nitrile rubber class O through out the running length of suction refrigerant piping. The piping shall be laid in shaft, walls/roof/ceiling well supported at specific intervals with wooden batten / mettallic supports and screwed with anchor fasteners for the following sizes of refrigernat piping. The piping laid in open to sun light is to be provided with anti-sun rays coating and the pipes are to be covered with 22 SWG GI ducting suitably and with easy removal facility(Ducting shal be measured against respective item of this Schedule and paid separetely). All the refrigerant pipelines in terrace shall be installed on MS hot dip galvanized Tray. (GI Tray shal be measured against respective item of this Schedule and paid separetely)

Refrigerant Pipe of Size 6.4 mm

Refrigerant Pipe of Size 9.5 mm

Refrigerant Pipe of Size 12.7 mm

Refrigerant Pipe of Size 15.9 mm

Refrigerant Pipe of Size 19.1 mm

Refrigerant Pipe of Size 22.2 mm

Refrigerant Pipe of Size 25.4 mm

Refrigerant Pipe of Size 28.6 mm

Refrigerant Pipe of Size 31.8 mm

Refrigerant Pipe of Size 34.9 mm

Refrigerant Pipe of Size 38.1 mm

Refrigerant Pipe of Size 41.3 mm

Refrigerant Pipe of Size 44.5 mm

NB: 1) The sizes of pipes shown in the drawing are tentative only. The agency shall upon reward of tender work out the pipe sizing, in case of changes in pipe diameter as per calculations, the agency shall change the pipe sizes at site during installation at not extra cost to the department.

Drain Piping Design, supply, installation, testing & commissioning of drain piping consisting of hard UPVC pipes (pressure rating - 10kg/sq.cm) of following sizes insulated with 9mm nitrile rubber class O with necessary accessories and adequate supports as per drawings and specifications.

GI Piping Supply, gfabrication installation and comissioning of GI pipe sleeves of following sizes for refrigerant pipes, condensate drain pipes and flexible fresh air pipe ducts wherever pipes / pipe ducts pass through the beams and walls as per drawing and instruction of Engineer In Charge.

PCC Work Providing PCC supports for Outdoor units of required sizes with cement morter 1:2:4 with curing etc., all complete as per specifications, drawings and as directed by E-I-C.

MS Structural Steel SITC of MS structural steel includeing plates, flanges, angles, I beams etc. with primer and 2 coats of paint of approved color as per instructions of EIC.

M.V. COOPER CABLES Supply, installation, testing & commissioning of 1.1 KV grade Cu. armoured cable for Outdoor units on Wall/Cable tray XLPE insulated, inner sheath PVC tapped, extruded outer sheath PVC with FRLS and rodent termite repellent properties, GI strip / wire armoured, copper conductor power cable confirming to IS : 1554 part I/IS 7098 part-1 with upto date amendments, fixed on cable tray (measured as separate item) all fixing accessories, etc. complete including painting of M.S spacers/angles and saddles all as per enclosed detailed specifications, drawings & as per instructions of the E-I-C. The space between the two supports shall be 600 mm. approximately. The rodent and termite repellent property of MV cable shall be proved by either testing at factory or by submitting appropriate test certificates as per instructions of EIC.

4C x 6 sq. mm. Copper Conductor cable.

END JOINTS

END JOINTS FOR COPPER CABLE End jointing of Cu. Stranded 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

CABLE TRAY Supply & fixing of ladder type GI cable trays of size 300 mm (W) x 50 mm (D) x 2 mm (T) with vertical sides on both ends and suitable MS supports including concrete bolts, hold fast etc. The scope includes supply of readymade bends, reducers,Tee, covers etc. as required as per instructions of EIC.

EARTHING SYSTEM Supply, installation & testing of earthing system & associated accessories, etc. of Tinned Copper strip/wire fixed on cable tray with saddles, interconnections of earth strip/wire with brass nuts, bolts & washers and solder jointing, painting with two coats of green enamel paint for earth wire/strip on surface, etc. complete all as per layout drawing, specifications & as per the instructions of E.I.C.

25 x 3 mm Copper strip./Wire

Shreejikrupa Project Ltd. (BID ID -3225250)

RMS CONSTRUCTION PVT. LTD. (BID ID -3228943)

Tirupati Sarjan Limited (BID ID -3233540)

M/S AMIT N SHAH (BID ID -3222933)

RJP Infrastructure Pvt. Ltd. (BID ID -3221662)

VISHAL BUILDERS (BID ID -3223988)

SHC Projects Pvt. Ltd. (BID ID -3220591)

Jatan Constructions Pvt Ltd (BID ID -3228953)

SHUBH ENGINEERS (BID ID -3221216)

Tirupati Sarjan Limited (BID ID -3233540)

RMS CONSTRUCTION PVT. LTD. (BID ID -3228943)

M/S AMIT N SHAH (BID ID -3222933)

VISHAL BUILDERS (BID ID -3223988)

RJP Infrastructure Pvt. Ltd. (BID ID -3221662)

SHC Projects Pvt. Ltd. (BID ID -3220591)

Jatan Constructions Pvt Ltd (BID ID -3228953)

SHUBH ENGINEERS (BID ID -3221216)

Tirupati Sarjan Limited (BID ID -3233540)

RMS CONSTRUCTION PVT. LTD. (BID ID -3228943)

M/S AMIT N SHAH (BID ID -3222933)

VISHAL BUILDERS (BID ID -3223988)

RJP Infrastructure Pvt. Ltd. (BID ID -3221662)

SHC Projects Pvt. Ltd. (BID ID -3220591)

Jatan Constructions Pvt Ltd (BID ID -3228953)

Tirupati Sarjan Limited (BID ID -3233540)

M/S AMIT N SHAH (BID ID -3222933)

RMS CONSTRUCTION PVT. LTD. (BID ID -3228943)

Shreejikrupa Project Ltd. (BID ID -3225250)

VISHAL BUILDERS (BID ID -3223988)

RJP Infrastructure Pvt. Ltd. (BID ID -3221662)

SHC Projects Pvt. Ltd. (BID ID -3220591)

Jatan Constructions Pvt Ltd (BID ID -3228953)

Tirupati Sarjan Limited (BID ID -3233540)

M/S AMIT N SHAH (BID ID -3222933)

RMS CONSTRUCTION PVT. LTD. (BID ID -3228943)

Shreejikrupa Project Ltd. (BID ID -3225250)

VISHAL BUILDERS (BID ID -3223988)

RJP Infrastructure Pvt. Ltd. (BID ID -3221662)

SHC Projects Pvt. Ltd. (BID ID -3220591)

Jatan Constructions Pvt Ltd (BID ID -3228953)

M/S AMIT N SHAH (BID ID -3222933)

SHUBH ENGINEERS (BID ID -3221216)

VISHAL BUILDERS (BID ID -3223988)

Tirupati Sarjan Limited (BID ID -3233540)

RMS CONSTRUCTION PVT. LTD. (BID ID -3228943)

RJP Infrastructure Pvt. Ltd. (BID ID -3221662)

Jatan Constructions Pvt Ltd (BID ID -3228953)

SHC Projects Pvt. Ltd. (BID ID -3220591)

M/S AMIT N SHAH (BID ID -3222933)

SHUBH ENGINEERS (BID ID -3221216)

VISHAL BUILDERS (BID ID -3223988)

Tirupati Sarjan Limited (BID ID -3233540)

RMS CONSTRUCTION PVT. LTD. (BID ID -3228943)

RJP Infrastructure Pvt. Ltd. (BID ID -3221662)

Jatan Constructions Pvt Ltd (BID ID -3228953)

SHC Projects Pvt. Ltd. (BID ID -3220591)

RMS CONSTRUCTION PVT. LTD. (BID ID -3228943)

Shreejikrupa Project Ltd. (BID ID -3225250)

SHUBH ENGINEERS (BID ID -3221216)

VISHAL BUILDERS (BID ID -3223988)

M/S AMIT N SHAH (BID ID -3222933)

Tirupati Sarjan Limited (BID ID -3233540)

SHC Projects Pvt. Ltd. (BID ID -3220591)

Jatan Constructions Pvt Ltd (BID ID -3228953)

RMS CONSTRUCTION PVT. LTD. (BID ID -3228943)

Shreejikrupa Project Ltd. (BID ID -3225250)

SHUBH ENGINEERS (BID ID -3221216)

VISHAL BUILDERS (BID ID -3223988)

M/S AMIT N SHAH (BID ID -3222933)

Tirupati Sarjan Limited (BID ID -3233540)

SHC Projects Pvt. Ltd. (BID ID -3220591)

Jatan Constructions Pvt Ltd (BID ID -3228953)

M/S AMIT N SHAH (BID ID -3222933)

Shreejikrupa Project Ltd. (BID ID -3225250)

SHUBH ENGINEERS (BID ID -3221216)

RMS CONSTRUCTION PVT. LTD. (BID ID -3228943)

RJP Infrastructure Pvt. Ltd. (BID ID -3221662)

SHC Projects Pvt. Ltd. (BID ID -3220591)

VISHAL BUILDERS (BID ID -3223988)

Jatan Constructions Pvt Ltd (BID ID -3228953)

M/S AMIT N SHAH (BID ID -3222933)

Shreejikrupa Project Ltd. (BID ID -3225250)

SHUBH ENGINEERS (BID ID -3221216)

RMS CONSTRUCTION PVT. LTD. (BID ID -3228943)

RJP Infrastructure Pvt. Ltd. (BID ID -3221662)

SHC Projects Pvt. Ltd. (BID ID -3220591)

VISHAL BUILDERS (BID ID -3223988)

Jatan Constructions Pvt Ltd (BID ID -3228953)