Foot Over Bridge near Hanuman Mandir, GS Road, Ghy

Amount

CIVIL WORKS Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. Up to a depth of 2.00 M below the existing ground level. Up to a depth of 2.00 M below the existing ground level. In ordinary soil

Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used . 600 mm dia piles

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Single pile above 50 tonne and upto 100 tonne Safe capacity Initial test (Test Load 2.5 times the Safe capacity)

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile : Upto 50 tonne capacity pile

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level

Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. Providing M-35 grade concrete instead of M-25 grade BMC/RMC. (Note : Cement content considered in M-35 is @ 350 kg/ cum)

Supplying, fitting and fixing in position reinforcement bars confirming to relevant I.S. Code for R.C.C. work/ R.B. walling including straigtening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level.) From primary Producer: TATA/ SAIL/ Jindal Steel/ Shyam Steel/ RINL TMT Corrosion resistance steel (CRS) reinforecement bars

Providing form work of ordinary timber planking so as to give rough finish including centering , shuttering, struting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4.0m & removal of the same for in situ reinforced concrete and plain concrete work in: Foundations, footings, bases of columns, pile cap, raft and mass concrete work etc. Using 25 mm thick plank

Providing form work of ordinary timber planking so as to give rough finish including centering , shuttering, struting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4.0m & removal of the same for in situ reinforced concrete and plain concrete work in: Vertical surfaces such as walls (any thickness), parapet walls, partition, walls of septic tank, inspection pit and the like including attached pilasters, butresses, plinth and string courses. Using 25 mm thick plank

Providing form work of ordinary timber planking so as to give rough finish including centering , shuttering, struting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4.0m & removal of the same for in situ reinforced concrete and plain concrete work in: Columns, Pillars, Posts and Struts Suqare, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face. Using 25 mm thick plank

Providing form work of ordinary timber planking so as to give rough finish including centering , shuttering, struting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4.0m & removal of the same for in situ reinforced concrete and plain concrete work in: Flat Surfaces such as soffits of suspended floors, roofs, landings, cantilever slabs, chajjas, balconiess and the like. Floor etc. upto 200 mm in thickness. Using 25 mm thick plank

Providing form work of ordinary timber planking so as to give rough finish including centering , shuttering, struting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4.0m & removal of the same for in situ reinforced concrete and plain concrete work in: Sides and soffits of Beams, beam haunchings, cantilever girders, bressumers, lintel and horizontel ties. For depth not exceeding 1.0 M Using 25 mm thick plank

Structural steel Built-Up-Girder (BUG) Providing and launching Steel Truss of Structural steel BUG Superstructure including painting complete as per drawing and technical specifications under section 1900 of MOST)

Providing and applying two coats of fire retardant paint on cleaned wood / ply surface @ 3.5 sqm per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant.

Designing, Providing, installing and fixing factory finished customed design pregalvanized high tensile steel joists manufactured from G350 Z275 confirming to IS:277-1992, minimum coating of galvanizing 275 gm/sqm, minimum yield stress 35 MPa & minimum tensile strength of 380 MPa placed 1.23 metre apart to support the load of slab etc as per the design & directions of Engineer-in-Charge.

Providing and fixing special adjustable lockbars of mild steel E-250 to support the temporary plywood for work between joists during construction as per design & directions of the Engineer-in-charge.

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

Extra for pre finished nosing to treads of steps of Granite stone.

Extra for Granite stone flooring in treads of steps and risers using single length up to 2.00 metre .

Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles/Granite stone and jointing with grey cement slurry @ 3.3 kg/ sqm.

Fixing glazed/ Ceramic/ Vitrified floor tiles/Granite stone with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness.

Providing SUN ROCK HIGH CTS/ DEVI paver block/tiles of concrete grade M30 or above of approved quality, size, shape of specified thickness over a leveling bedding layer of 30mm compacted sand over a base course of WBM or PCC (Base course to be paid separatly) including cutting where necessary finished with spreading , sweeping jointing sand and compacting the pavers using vibrating compactor as specified and directed. SUN ROCK HIGH CTS/ Devi Tiles (Pavers) (b) 60 mm thick

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

FINISHING WORK 15 mm cement plaster in single coat on rough side of single or half brick walls for interior plastering upto 1st floor level including aries or rounded angles not exceeding 80mm grith and finished even and smooth including curing complete as directed. In cement mortar 1:6

WHITE WASHING (a) White washing with lime on wall surfaces (two coats) to give an even shade including throughly brooming the surface to remove all dirt, dust,mortar drops and other foreign matter.

Providing and fixing 18mm thick Granite stone work for wall lining upto 10 m height in cement mortar 1:3 (1cement : 3 coarse sand) including pointing with white cement mortor with an admixture of pigment to match the granite shade complete as per direction of Engineer-in-charge.

Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge.

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness (weight not less than 10 kg/ sqm)

Roof System: Supply and fixing of “SELF SUPPORTED” SECRET FIX STANDING ROOFING SYSTEM IN 0.9mm THICK AA 3004 ALUMINIUM ALLOY. The general roof-construction shall comprise from bottom to top: Top layer : Minimum 65mm tall and 400mm wide Aluminium self-supported standing seam insulated roofing system manufactured from Marine Grade aluminium alloy EN AW – 5052 as specified in BSEN 1396:2007 (DIN 1725) material thickness of 0.90 mm in PVDF 2 finish of thickness 25 ± 5 μm on the exposed surface. The profiled roof panel should have 24nos. of Micro ribs of height 1.5mm in between 3Nos of Mini ribs for extra strength/ rigidity. Roof accessories for Verge, Ridge and Eave will form part of supply. The material properties shall be as follows: Ultimate tensile strength: minimum 200 N/mm2, 0.2% Proof Stress: min 180 N/mm2, Modulus of elasticity: 70,000 N/mm2. Sheets are to be laid to meet the requirements of the building geometry and fixed on Aluminum clips. Clip to be fixed to the top hat/purlins with SS 304 screws only. The roofing system provider shall be certified with a British Board of Agreement and should have both Factory Mutual (FM-4471) & UL Certification (UL-90). All installation is to be carried out by approved trained roofing installer. The installation team shall be fully trained and approved by the supplier. Halter – Aluminium Halters – in grade 6082 (T6), of suitable height with thermal barrier pads to be fixed to the sub purlins with SS 304 screws only Flashings: Flashings manufactured from aluminium alloy AA 3004 (AlMn1Mg1) as specified in BS EN 1396: 2007 minimum material thickness of 0.9 mm and Fluorocarbon PVDF finish on the exposed surface. The material shall be of the same colour. Girth – max Girth 578 all complete as specified and as directed by the Engineer-in-Charge.

316 Grade S.S. Handrail & Flat Balustrade with Double pre laminated toughened glass Providing and fixing of side Mount Modular Glass Railing with Stainless steel 316 Handrail fixed with SS Flat Balustrade & Handrail made of 50 mm dia tube of 1.50 mm thick with double glass holding accessories with 316 grade side bracket patti and 3 No.High tensioned anchors and fasteners ( Bends, Pipe connector & flat Balustrade) at required locations, total height of railing including handrail 1050 mm from finished floor level, for Glass 13.52 mm [6+1.52PVB+6] thick Straight Toughened Glass (Up to 775mm height ), no welding to be done at site, Complete railing will be factory finished & Fixing of Glass connector in Vertical post through Flow drill threading process for extra grip, all as per manufacturer’s specifications and Engineer Incharge’s directions complete in all respects.

Providing and fixing stainless steel (Grade 304) railing made of hallow tubes, chanells, plates etc. including welding grinding buffing, polising and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i.e. fixing railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge.(for payment purpose only weight of stainless steel members shall be considered excluding fixing assessories such as nuts, bolts, fasteners etc.)

Customized Perforated Screen Panel Cladding Supply and fixing of Luxalon® or equivalent make: Customized Perforated Screen Panel Cladding fixed system manufactured by M/SHunterDouglas or equivalent make. The Screen panels of various sizes maxing to 900mmx4200mm as per design requirement shall be manufactured from high corrosion resistant aluminium aloy of 2.5-3.00mm thickness which shall be fixed to a suitable and rigid substructure which will be paid seperately. Screen panel shave customized perforation as per architects design and is to be provided to suite the design panels. Panel sshall be coated on visible side with Exterior Architectural highly durable coating in approved color minimum 10 years warranty through in-house high precision powder coating unit. The panels of required length and height shall be fixed to substructure by means of special components as per Hunter Douglas World wide standards or equivalent make. Panels shall be bending from all four sides and shall have extended flanges to accommodate clamps. Installer or Client shall provide sub frame made from Al./Steel/GI. The Panels shall be fixed to a suitable structure (which will be paid seperately )by means of fixing side extrution fixed to the panel at appropriate centers to proprietary metalc lampas per the proprietary HDI design to a support sysem taking in to account the relevant live loads and a dead load. There will be a provision for an expansion joint of 20mm be tween two adjacent panel ends. Installation shall be carried out as per manufacturer recommendation. Green-procertification: For LEED certification by Indian Green Building Council (IGBC) and ISO 9001: 2008 Quality Management System Certification. Coating-In-house Powder Coating linewith Nano technology & catalytic converter in India: For superior powder coating finishes with automatic electrostatic robotic coating technology for uniform coating and Five (5) times cleaning process with Nano Technology for better adhesion and corrosion protection all complete as specified and as directed by the Engineer-in-Charge.

Providing and fixing 12 mm thick frameless toughened glass partitions of approved brand and manufacturer, including providing and fixing partitions at top & bottom with aluminum channel etc. all complete as per direction of Engineer-in-charge

Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. In Sub-structure upto plinth level including dewatering if necessary In proportion 1:6

Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. In super structure above plinth level upto 1st floor level In proportion 1:6 Gr. Floor

DISMANTLING & DEMOLISHING WORK Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) Lime /Cement Concrete By Manual Means Lime Concrete, cement concrete grade M-10 and below

Dismantling Brick / Tile work In cement mortar

Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Mechanical Means Bituminous course

Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading,transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

ELECTRICAL WORKS LIFTS (Without Machine Room) Design, manufacture, supply,transportation, installation, testing, commissioning, approvals (All local/ State/ Central statutory bodies) and handing over in satisfactory working conditions of Elevators meeting in all respects the intents of specifications & drawings complete with a) Scaffolding & minor civil, mechanical and electrical works b) Steel items with directional control of cars (as required) with ACVVVF control with scratch proof -textured stainless steel sheet enclosures, automatic centre opening car & landing doors, hard wood flooring with 25mm recess including the cost of providing 2 weeks satisfactory trial operation and testing at full design load and safely checks for sudden breaks, speed, etc. as directed and including the cost of providing free comprehensive maintenance service during Defect Liability Period of 12 months after Virtual completion and satisfactory handingover, complete as per specifications as required and as below: Note: All the passanger elevators shall be with vision panel of size 200x300mm on CAR and lobby doors. Elevator in Shaft of dimensions 1900 mm x 1900 mm (W x D) for minimum payload carrying capacity of 8 passenger/ 544 kg (Simplex Control) having a travel speed of 0.75 metre/ sec and travel height of 10.2 Mtrs. (approx.) with 2 Stops and Microprocessor based control suitable for operation on 415 V, 50 Hz, 3 phase A.C. electric supply complete as per specifications. (Ground - 1st Floor)

ESCALATORS (IP 67) Supply, Installation, testing and commissioning of reversible escalators 13 Meter (approx. length) having capacity of 9000 passengers per hour at an operating speed of 30 linear meter per minute, having width not less than 1000mm between exterior panel, suitable for following rise from floor to floor with electric motor, control, latest safety devices, control panel i/c stainless steel cladding etc. for operation on 415V, 3 phase, 50Hz, AC supply system as specified and as required at site with auto start and auto stop Travel rise from floor to floor (a) 6.20 mtrs.

DG SET (100 KVA) Supplying including installation, testing and commissioning of Air/ Water Cooled Diesel Generator set coupled to suitable alternator of 220/415 V, AC, 1/3-Phase 0.8 p.f. Mounted on a 1) M.S. Fabricated base frame., 2) M.S. Fuel tank of required capacity., 3) Residual Silencer., 4) Standard Control Panel. 5) Suitable batteries with lead., 6) First fill of lube oil., 6) Acoustic Enclosure complete with all accessories as specified and directed by the department conforming to IS comprising the Technical Specification., as per manufacturer. (Range FROM 5 KVA TO 625 KVA) Kirloskar green/ bliss, Leyland, Volvo Penta, Perkinson, Mahindra, Greaves, Escort engine and Kirloskar, Stamford, Leroy somer alternator. KVA-PHASE- Approx size- Approx Wt - Cooling 100-3-3200x1300x1805 1950Kg W/C

EXHAUST PIPING Supply and fixing Exhuast piping for DG Set's with following sizes of MS pipes conforming to IS -3589 with bends, tees, reducers, fleixble connection etc. providing & fixing suitable self supporting arrangement duly painted at suitable intervals, supplying & fixing of 150 mm thick Rock wool matrix (3x50 mm. thick) insulation of density 150 Kg per cubic metre on all sides of Exhaust pipe with chicken mesh wrapping and 22 SWG aluminium sheet cladding , suitable for outdoor installation, guide support, expansion joint, SS bellows complete as required and as per specification. 100 mm dia MS pipe (4.85 mm thick)

MS STRUCTURE Fabrication, supply & erection of MS support for fixing of exhaust piping (Heavy Duty) and MS structure including Angle / chanels / flats / beam as per approved drawings for supporting of DG exhaust stack from ground. floor level and above terrace level complete in all respect.

Providing and fixing following rating and breaking capacity and 4 pole MCCB with thermomagnetic release and terminal spreaders in the above panel board including drilling holes in cubicle panel, making connections, etc. as required Rating 63 A, 30kA, FPMCCB, 415V.

Supplying, Laying , Inter Connecting and Terminating of LT UG cable having aluminium conductor PVC insulated, sheathed, galvanised, steel wire/steel tap armoured cable with PVC outer sheathing 1.1 KV class.(68/4) - Class PVC Cable 3.5 core 120 sqmm ---- With all Lead & Lifts etc., complete. as per the detailed specifications and the Directions of Engineer In charge of the work, Power Cables, Solid Aluminum Conductor Up To 10 Sqmm Balance Stranded Conductor, XLPE Insulated, Cores Laid Up, PVC Innersheathed, Armoured , Core - 3.5, 120 sqmm , A2XFY, 1100V Grade As Per IS 7098(Part 1) 1988

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 3½ X 120 sq. mm (45 mm)

Supplying, Laying , Inter Connecting and Terminating of LT UG cable having aluminium conductor PVC insulated, sheathed, galvanised, steel wire/steel tap armoured cable with PVC outer sheathing 1.1 KV class.(68/4) - Class PVC Cable 3.5 core 70sqmm, , A2XFY, 1100V Grade As Per IS 7098(Part 1) 1988 ---- With all Lead & Lifts etc., complete. as per the detailed specifications and the Directions of Engineer In charge of the work

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. ( DSR 2016, Item code : 9.1.23, Pg No 35, 3½ X 70 sq. mm (38 mm)

Supplying, Laying , Inter Connecting and Terminating of LT UG cable having aluminium conductor PVC insulated, sheathed, galvanised, steel wire/steel tap armoured cable with PVC outer sheathing 1.1 KV class.(68/4) - Class PVC Cable 4 core 35sqmm, A2XFY, 1100V Grade As Per IS 7098(Part 1) 1988 ---- With all Lead & Lifts etc., complete. as per the detailed specifications and the Directions of Engineer In charge of the work

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade, 4 core 35sqmm as required.

Supplying, Laying , Inter Connecting and Terminating of LT UG cable having aluminium conductor PVC insulated, sheathed, galvanised, steel wire/steel tap armoured cable with PVC outer sheathing 1.1 KV class.(68/4) - Class PVC Cable 4 core 10 sqmm, A2XFY, 1100V Grade As Per IS 7098(Part 1) 1988 ---- With all Lead & Lifts etc., complete. as per the detailed specifications and the Directions of Engineer In charge of the work

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required.

Supply, installation, testing & commisioning of Flush/Recess mounted luminaire with housing made of CRCA sheet steel powder coated complete with electronic ballast and Acrylic diffuser, 4 Feet Fittings, 40 Watts with LED lamp and all other accessories etc. Luminaire to be suitable for outdoor use only, meeting 'IP class: IP65 (weather proof enclosure for outdoor installation), (Cat Ref No Magnum 40 of Havells make or Equivalent).

Supply, installation, testing & commisioning of 80 watts LED Street Lighting luminaire with housing made of CRCA sheet steel powder coated complete with electronic ballast and Acrylic diffuser, with LED lamp and all other accessories etc. Luminaire to be suitable for outdoor use only, meeting 'IP class: IP65 (weather proof enclosure for outdoor installation).

Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in Existing /Provided M S Tubes( square/Rectangular tubes) provided in the steel structure, using copper PVC insulated multi strand 2X2.5Sqmm and 1X1.5 Sqmm copper wire without switch, the other end of the wires shall be terminated with sufficient loose length in a GI Modular Boxes omplete for each outlet.. I. Point wiring using class A Materials b) Medium point above 3Mtr up to 6Mtr from tapping point to Luminaire ---- With all Lead & Lifts etc., complete. as per the detailed specifications and the Directions of Engineer In charge of the work

6A sockets(Material & Labour) with all necessary accessories.

Supply & Laying of 2Rx2.5sqmm+1Rx 1.5sqmm cu cable through 19mm pvc conduit (Material & Labour)

Earthing with G.I. ear th pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.

Earthing with G.I. ear th plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required.

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 meter below ground as strip ear th electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm.

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.

Supplying & Fixing CCTV Camera - 2 M.P.

Supplying & laying of CCTV Coaxial cable (2 Coils)-1coil=80Mtrs) (complete with G.I Saddles & Spacers at 0.3 mtr)

Supplying & Fixing of CCTV DVR (Digital Video Recorder)Box

4U Rack with lock accessories

Supply & Fixing of Fire Extinguishers-ABC Type

Supplying and installing following size of perforated pre-painted M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.1 50 mm x 50 mm x 1.6 mm.

Supplying and installing following size of perforated pre-painted M.S. cable trays bends with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.1 50 mm x 50 mm x 1.6 mm.

Supplying and installing following size of perforated pre-painted M.S. cable trays reducers with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 150 mm x 50 mm x 1.6 mm.

Supplying and installing following size of perforated pre-painted M.S. cable trays Tee’s with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 150 mm x 50 mm x 1.6 mm.

Supplying and installing following size of perforated pre-painted M.S. cable trays cross members with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 150 mm x 50 mm x 1.6 mm.

M/s Young Construction