JP/B957-999-CJ-T-8212/1033 - BUILDING WORKS -3 OF BINA PETCHEM AND REFINERY EXPANSION PROJECT (BPREP) OF M/S BHARAT PETROLEUM CORPORATION LIMITED (BPCL)

ELECTRICAL WORKS

Supply, installation, testing and commissioning of safe area MCB Box surface/flush mounted type, wall mounting type (with hinged cover) sheet steel enclosure with canopy having 4 nos single pole MCBs (9kA type, upto 20A) with complete wiring, suitable for outdoor, IP-55 weatherproof, including cable termination, connection and fixing of cable glands(for 4 nos incoming and 4 nos outgoing, 3CX2.5 sqmm armoured cables), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge

Supply of 2P x 1.5 Sq.mm. XLPE insulated, unarmoured, copper conductor cable for fire alarm as per approved drawings, specifications of this tender and directions of engineer in charge.

Supplying, installation, testing and commissioning of Passive Infrared(PIR) technology based occupancy sensor having high performance, non regulating programmable type, suitable for connected load upto 10Amp , for mounting height up to 4 mtr and for 4 m diameter coverage area along with necessary fixing arrangements i/c programming at site etc. complete as required.

MISCELLANEOUS CONTROL GEAR

Installation, testing and commissioning of miscellaneous surface mounted industrial/FLP control gear such as lighting/power panel, push button stations, motor starter, communication equipment, junction boxes, panels, plugs, sockets, including supply of necessary hardware, touch up painting including supply of paint, including transportation from store/yard to site at the place of installation, unpacking, (excluding fixing of cable glands and cable terminations), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Weight of the unit up to 5 kg.

Weight of the unit above 5 kg. but upto 20 kg.

Weight of the unit above 20 kg. but upto 100 kg.

Weight of the unit above 100 kg. but upto 200 kg.

Supply of Industrial, weather proof type Push Button stations as per EIL specification No. 6-51-0014, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

With start and stop (latching type) push buttons.

PLUGS, SOCKETS AND JUNCTION BOXES

Supply of weatherproof metal clad 415V, TPN, industrial type socket and plug with heavy duty interlocking switch, with adequately sized cable adaptor box for incoming and outgoing cable terminations, including supply of double compression brass nickel plated cable glands, tinned copper lugs, including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

63 A, 415 V, 5 pin sockets along with associated 5 pin plugs.

240 V, 15 A, 3 pin sockets.

240 V, 15 A, 3 pin sockets along with associated 3 pin plugs.

Supply of following types of FLP(II A/II B) and WP sockets, plugs and handlamps as per EIL specification No. 6-51-0021, including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

63 A, 415 V, 5 pin socket.

63 A, 415 V, 5 pin Plugs for item no. 01EE.1060.20.10

240 V, 15 A, 3 pin socket.

240 V, 15 A, 3 pin Plugs for item no. 01EE.1060.20.70

Supply of following types of FLP (II C) and WP sockets, plugs and handlamps as per EIL specification No. 6-51-0021, including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

63 A, 415 V, 5 pin socket.

63 A, 415 V, 5 pin Plugs for item no. 01EE.1060.30.10

240 V, 15 A, 3 pin socket.

240 V, 15 A, 3 pin Plugs for item no. 01EE.1060.30.70

Supply, installation, cable termination, connection, testing and commissioning of following types of FLP and WP junction boxes, as per EIL specification No. 6-51-0061, including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

FLP(II A/II B) and WP 3 way JB complete with 3 Nos. FLP cable glands and 1 Nos. blocking plug suitable for cables upto 4 x 2.5 sq. mm YWY / XWY cable.

CANOPIES

Supply, fabrication and installation of FRP canopies for outdoor electrical miscellaneous equipments such as lighting/power panels and distribution junction boxes, local panels , PB stations etc. to render them weather proof including supply of necessary hardware for fixing and clamping with the equipment, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Lighting Panel/Power panel/distribution junctions boxes.

Push button stations.

ANCHOR FASTENERS

Supply, drilling in RCC and fixing of metallic anchor fasteners for supporting of cable trays and miscellaneous electrical switchgear of following sizes, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

DISMANTLING AND DISCONNECTION OF ELECTRICAL EQUIPMENTS.

Disconnection, dismantling of 30M High Mast Lighting (HML) system complete with associated lighting fixtures and its feeder pillar box including disconnection of cables, de-compounding and cleaning of cable boxes etc., including transporting to owner's store, including all labour and materials, as per specifications of this tender and as per directions of Engineer-in-Charge.

Dismantling of existing 30M High Mast Lighting (HML) System including dismantling and relocation of 30M HML complete with associated lighting Fixtures and its Feeder Pillar Box and relocating the HML system from one location to another for a distance of upto 50 m including providing its foundation at the new location comprising of all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, new set of foundation bolts, and all other sundry materials/ hardware, special cables etc. as required for each high masts, including fixing and connection of fixtures, cables, earthing, lightning rods and all mounting accessories and hardware as required reinstallation, testing & commissioning of street light poles along with its associated lighting fixtures including all labour and materials as per approved drawings, EIL specifications, specification of this tender and directions of Engineer-in-Charge.

Dismantling of existing street lighting poles of height 11 m including dismantling and relocation of these street lighting poles complete with associated Lighting Fixtures and its marshalling box and relocating the street lighting pole and its marshalling box from one location to another for a distance of upto 300 m including providing its foundation at the new location comprising of all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, new set of foundation bolts, and all other sundry materials/ hardware, special cables etc. as required for each high masts, including fixing and connection of fixtures, cables, earthing, lightning rods and all mounting accessories and hardware as required, testing & commissioning of street light poles along with its associated lighting fixtures including all labour and materials as per approved drawings, EIL specifications, specification of this tender and directions of Engineer-in-Charge.

Dismantling of existing street lighting poles of height 9 m including dismantling and relocation of these street lighting poles complete with associated Lighting Fixtures and its marshalling box and relocating the street lighting pole and its marshalling box from one location to another for a distance of upto 300 m including providing its foundation at the new location comprising of all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, new set of foundation bolts, and all other sundry materials/ hardware, special cables etc. as required for each high masts, including fixing and connection of fixtures, cables, earthing, lightning rods and all mounting accessories and hardware as required, testing & commissioning of street light poles along with its associated lighting fixtures including all labour and materials as per approved drawings, EIL specifications, specification of this tender and directions of Engineer-in-Charge.

LAYING OF CABLES

Laying of cables of different voltage grade and types of the following overall diameters in ready trays/trenches/ supported on structure/pull through pipes including supply and fixing of stainless steel strip number tags, supply and applying of fireproofing paint to meet OISD requirement (for 1m length near terminations), supply and fixing of GI saddles & saddle bars, trefoil clamps (for single core cables) etc., including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge

Cables with OD upto 20 mm.

Cables with OD above 20 mm but upto 30 mm.

Cables with OD above 30 mm but upto 40 mm.

Cables with OD above 40 mm but upto 50 mm.

END TERMINATIONS

Termination of XLPE insulated armoured power cables (up to 1100 V grade) and connection of leads excluding the supply of cable glands and lugs but including fixing of cable glands, supply and fixing of PVC shrouds for outdoor terminations, cutting and stripping of cable insulation, crimping the lug on to the conductor, clamping of the cable-cores, marking with wire number, ferrules etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Cables with OD upto 20 mm.

Cables with OD above 20 mm but upto 30 mm.

Cables with OD above 30 mm but upto 40 mm.

Cables with OD above 40 mm but upto 50 mm.

G.I. & PVC PIPES

Supply and laying of following sizes of G.I. Pipes (medium) in required length fixed on steel, concrete or similar structure, laid in trenches, ready to be buried in concrete including cutting, threading, bending and similar works, supply of clamps, small iron structures, spacers and installation of seats, plugs, bushings etc., small civil works, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Supply and laying of following sizes of PVC Pipes in required length fixed on steel, concrete or similar structure, laid in trenches, ready to be buried in concrete including cutting, threading, supply of bends and similar works, supply of clamps, small iron structures, spacers and installation of seats, plugs, bushings etc., small civil works, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

STRUCTURAL STEEL

Supply, fabrication and installation of MS base frames, supports for switchgear, and brackets for miscellaneous electrical equipments, cable and cable tray supports out of rolled MS sections, pipes, plates etc. including shot blasting, welding, bolting, riveting, supply of necessary anchor bolts and grouting etc., supply of paint and applying of anti-rust primer coat and finished coats of approved synthetic enamel paint as per Table-10 of specification 6-79-0020 suitable for highly corrosive environment, including breaking walls, floors etc. for structures as required including supply of all GI hardware materials, all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Any item weighing up to 1 kg. or less shall neither be measured nor paid).

Supply and installation of supports for push button stations, Fire Alarm BGU/MCPs, etc., complete with base plate, foundations bolts, grouting and painting(as per Table-10 of specification 6-79-0020 suitable for highly corrosive environment) etc., including all labour and materials, as per approved drawings and directions of Engineer-in-Charge.

As per std. 7-51-0307

CABLE - TRAYS

Supply and installation of prefabricated hot dip galvanised steel cable trays, fabricated out of hot rolled sheet steel with rigid welded construction ladder type with a rung as per std. 7-51-0333, of approved make and cable tray fittings, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

300 mm wide Straight run cable tray.

450 mm wide Straight run cable tray.

Horizontal bends for 300 mm wide tray with 1000 mm bending radius.

Horizontal bends for 450 mm wide tray with 1000 mm bending radius.

Vertical outside bends for 300 mm wide tray with 1000 mm bending radius

Vertical outside bends for 450 mm wide tray with 1000 mm bending radius.

Vertical inside bends for 300 mm wide tray with 1000 mm bending radius

Vertical inside bends for 450 mm wide tray with 1000 mm bending radius.

Supply and installation of following galvanised slotted channel trays of 2 mm thickness and 50 mm high for supporting cables, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

100 mm wide.

150 mm wide.

60 mm wide.

Supply, fabrication and installation of 0.91 mm (20 gauge) GI sheet covers for cable trays, including necessary hardwares, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Providing and fixing 1.6mm thick Gl fabricated raceways in partition include providing removable 3mm thick cover with knockout holes and fixing accessories, earthing connectivity for the complete length, including floor / wall supports, access boxes as per specification and cross over as per site requirement.

Providing and fixing 2 mm thick G.I. fabricated junction box in raceways include providing removable 3mm thick cover with knockout holes and fixing accessories, earthing connectivity for the box, including floor / wall supports, access boxes as per specification and cross over as per site requirement.

350X350X50X2/3MM (with SS Cover)

300X300X50X2/3MM (with SS Cover)

250X250X50X2/3MM (with SS Cover)

200X200X50X2/3MM (with SS Cover)

150X150X50X2/3MM (with SS Cover)

100X100X50X2/3MM (with SS Cover)

CABLE GLANDS

Supply of nickel plated brass single compression cable glands of following overall diameter (excluding termination and connections of cables), including drilling of suitable holes in equipments for fixing purposes etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Cables with OD upto 20 mm.

Cables with OD above 20 mm but upto 30 mm.

MARKERS

Supply and installation of earth pit markers for directly buried GI pipe electrodes with 14 SWG enamelled steel plate engraved with white letters BURIED, EARTH ELECTRODE on JADE green background complete with support and foundation as per approved drawings, specifications of this tender and direction of Engineer-in-Charge.

FLOOD LIGHT MASTS

Design, supply, installation, testing and commissioning of high mast lighting system as per EIL specification No. 6-51-0039, data sheet, including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes and all other sundry materials, special cables etc. as required for each high masts, including fixing and connection of fixtures, cables, earthing, lightning rods and all mounting accessories and hardware as required, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

30M high flood light mast for Safe Area, complete with 24 Nos. 400W dimmable LED floodlight fixtures including dimmable drivers, smart dimming controller, smart high mast feeder pillar panel, weatherproof cable glands and lugs, and all associated cabling between drivers, controllers, and feeder pillar panel, suitable for outdoor installation and compliant with tender specifications.

LIGHTING POLES

Supply and installation of street lighting poles (single bracket/double bracket) including supply and installation of marshalling box as per std. 7-51-0208 and necessary wire/cable running from marshalling box to the lighting fixture, cable termination and connection, fixing of cable glands and lugs, including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Poles as per std. 7-51-0207 sht. 1 of 2 (Single bracket).

Poles as per std. 7-51-0207 sht. 1 of 2 (Double bracket).

Poles as per std. 7-51-0207 sht. 2 of 2 (Single bracket).

Poles as per std. 7-51-0207 sht. 2 of 2 (Double bracket).

Supply and installation of platform Lighting pole as per std. 7-51-0202, including all welding, structural works, paint and all sundry materials as required, including painting, (excluding supply and installation of control gear box/junction box), but including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Lighting poles for hazardous areas.

Supply and installation of street lighting poles (single bracket/double bracket) including built in marshalling box and necessary wire/cable running from marshalling box to the lighting fixture, cable termination and connection, fixing of cable glands and lugs, including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Poles as per std. 7-51-0234 sht. 1 of 2 (Single bracket)

Poles as per std. 7-51-0234 sht. 1 of 2 (Double bracket)

Poles as per std. 7-51-0234 sht. 2 of 2 (Single bracket)

Poles as per std. 7-51-0234 sht. 2 of 2 (Double bracket)

Poles as per std. 7-51-0235 sht. 1 of 2

Poles as per std. 7-51-0235 sht. 2 of 2

HAZARDOUS AREA LIGHTING FIXTURES AND ACCESSORIES

Installation, connection, testing and commissioning of following types of flame proof/Div.2 lighting fixtures and accessories, including cable termination and connection, fixing of cable glands, lugs, including supply of necessary hardwares, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Type FLP-LED-12-IIC Fixtures.

Well glass type bracket mounted.

Well glass type ceiling mounted.

Bulk head type, column/ceiling mounted.

Flood light fixtures.

Supply of following FLP/Div.2 lighting fixtures complete with lamps, requisite FLP cable glands, plugs and necessary control gear as per EIL standard specification No. 6-51-0061, data sheet for lighting fixture schedule, including all albour and materials, specifications of this tender and directions of Engineer-in-Charge.

FLP LED BK-2

Type FLP-LED-12-IIC Fixtures.

Type FLP-LED-3A Fixtures.

Type FLP-LED-4A Fixtures.

Type FLP-LED-6A Fixtures.

Supply and installation of Type-`A' clamps(for bracket mounted lighting fixtures) including bolt (MOC SS304) for fixing the fixture to the clamp as per EIL std.no.7-51-0221, including supply and fixing of anchor fasteners, nuts and bolts, washers etc. as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Supply and installation of Type-`B' clamps(for ceiling mounted lighting fixtures) including bolt (MOC SS304) for fixing the fixture to the clamps per EIL std.no.7-51-0221, including supply and fixing of anchor fastners,nuts and bolts,washers as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

SAFE AREA LIGHTING FIXTURES

Supply, installation, testing and commissioning of following energy efficient lighting fixtures and connecting to wiring junction box/marshalling box complete with lamps and necessary control gear including supply of all connected materials like flexible conduit, clamps, supports, chains, anchor fastners, bolts, nuts and washers etc. as required, including supply and fixing of cable glands, lugs, including all labour and materials, as per approved drawings, data sheet for lighting fixture schedule, EIL installation standards, specifications of this tender and directions of Engineer-in-Charge.

Type LED TECH10 Fixtures

Type LED TECH11 Fixtures

Type LED TECH12 Fixtures

Type LED TECH13 Fixtures

Type LED TECH15 Fixtures

Type LED TECH16 Fixtures

Type LED TECH20 Fixtures

Type LED TECH21-Blue Fixtures

Type LED TECH21-Red Fixtures

Type LED TECH21-White Fixtures

Type LED 1 Fixtures.

Type LED 2 Fixtures.

Type LED 3 Fixtures.

Type LED 4 Fixtures.

Type LED 5 Fixtures.

Type LED 6 Fixtures.

Type LED 7 Fixtures.

Type LED 8 Fixtures.

Type LED IND-1 Fixtures.

Type LED IND-2 Fixtures.

Type LED IND-3 Fixtures.

Type LED IND-4 Fixtures.

Type LED RSD-10 Fixtures.

Type LED SFD-12 Fixtures.

Type LED LB-1 Fixtures.

Type LED HB-1 Fixtures.

Type LED HB-2 Fixtures.

Type LED BK-1 Fixtures.

Type LED BK-2 Fixtures.

Type LED BK-3 Fixtures.

Type LED ST-4 Fixtures.

Type LED FD-1 Fixtures.

Type LED FD-2 Fixtures.

FANS AND EXHAUST FANS

Supply, installation, connection, testing and commissioning of following types of exhaust fans including supply of all necessary supports etc., including fixing of cable glands, lugs with BEE(Bureau of Energy Efficiency) rating of minimum 3 star including all labour and materials and accessories like mounting frame, fixing bolt, wire guard/louvres etc., as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

300 mm dia., 1 phase, 900 rpm, Ceiling mounting type epoxy painted exhaust fan with louvres. (Suitable for Mounting in False Ceiling)

300 mm dia., 1 phase, 900 rpm, wall mounting type epoxy painted exhaust fan with louvres.

450 mm dia., 1 phase, 900 rpm, wall mounting type epoxy painted exhaust fan with louvres.

450 mm dia., 1 phase, 900 rpm, wall mounting type epoxy painted exhaust fan with louvres suitable for Gas group IIC, temperature class T3.

Supply, installation, connection, testing and commissioning of 240 V AC, 1200 mm sweep ceiling fan with regulator (labeled as minimum 3-star by Bureau of Energy Efficiency)including providing clamp/hook in RCC slab, if necessary, providing, fixing, ceiling, rose, wiring, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

AIR CIRCULATORS

Supply, installation, testing and commissioning of single phase, 240 V, wall mounting type air circulators of following sizes, with built-in-regulator along with mounting accessories with BEE (Bureau of Energy Efficiency) rating of minimum 3 star including 3 pin plug tops with cord, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

450 mm sweep.

600 mm sweep.

SOCKETS / RECEPTACLES AND SWITCHES / MCB UNITS

Supply, installation, connection, testing and commissioning of following ratings of 240 V, single phase, sockets/receptacles and metallic outlet boxes as described below including supply of all connected materials, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

6 A, 3 pin plate type flush/ surface mounting sockets/receptacles.

16/6 A, 6 pin plate type flush/ surface mounting sockets/receptacles.

20 A, 3 pin surface mounted industrial type switch socket with plug and sheet steel painted box.

Supply, installation, connection, testing and commissioning of following ratings of 240 V, single phase switches/MCB units, including outlet boxes and associated accessories, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

6 A, plate type flush/surface mounted switches.

16 A, plate type flush/surface mounted switches.

20A, DP MCB unit in moulded case enclosure for window type air conditioner.

32A, DP MCB unit in moulded case enclosure for window / split type air conditioner.

Supply, installation, connection, testing and commissioning of following 415 V, TPN, 4-Pole MCB units in moulded case enclosure including outlet boxes and associated accessories, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

32A, TPN 4-Pole MCB unit in moulded case enclosure for split/tower type air conditioner.

40A, TPN 4-Pole MCB unit in moulded case enclosure for split/tower type air conditioner.

JUNCTION BOXES (OUTDOOR / INDOOR TYPE)

Supply and installation of dust and vermin proof G.I. sheet steel (1.6 mm thick) junction box WP type suitable for outdoor/indoor installation with number of outgoing ways as under, complete with PVC connectors, supply and fixing of cable glands, including supply of required size and number of terminals, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Supply and installation of dust and vermin proof G.I. sheet steel (1.6 mm thick) junction box suitable for indoor installation, complete with 15A, 20 terminals, supply and fixing of cable glands for incoming cable and knock outs for conduit entry for outgoing circuits, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Junction box.

LIGHTING / POWER PANELS AND DISTRIBUTION BOARDS

Supply, installation, connection, testing and commissioning of flame proof weather proof lighting/power panels (for gas group IIA/IIB) as per EIL std. spec. 6-51-0008, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

40 A, 4 pole incomer MCB isolator and 12 Nos. outgoing double pole MCBs (upto 20 A). Combined RCCB+MCB for each outgoing circuit (2 pole RCCB 30mA)

40 A, 4 pole incomer MCB isolator and 6 Nos. outgoing double pole MCBs (upto 20 A).

Supply, installation, connection, testing and commissioning of safe area lighting/power panels, surface/flush mounting type, wall mounting type in dust tight (with hinged cover) sheet steel enclosure having 4 pole incomer and single pole MCB (9 kA type) for outgoing circuit control with complete wiring, including cable termination, connection and fixing of cable glands, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

40 A, 4 pole incomer MCB isolator and 6 Nos. outgoing single pole MCBs (upto 20A). Combined RCCB + MCB for each outgoing Lighting circuit (2 Pole RCCB rated 30mA).

40 A, 4 pole incomer MCB isolator and 12 Nos. outgoing single pole MCBs (upto 20A). Combined RCCB + MCB for each outgoing Lighting circuit (2 Pole RCCB rated 30mA).

63 A, 4 pole incomer MCB isolator and 18 Nos. outgoing single pole MCBs (upto 20A). Combined RCCB + MCB for each outgoing Lighting circuit (2 Pole RCCB rated 30mA).

63 A, 4 pole incomer MCB isolator and 12 Nos. outgoing 32 A single pole MCBs. Combined RCCB + MCB for each outgoing Lighting circuit (2 Pole RCCB rated 30mA).

63 A, 4 pole incomer MCB isolator and 6 Nos. outgoing 32 A single pole MCBs. Combined RCCB + MCB for each outgoing Lighting circuit (2 Pole RCCB rated 30mA).

WIRING

Circuit wiring in hazardous areas using (size given below), copper conductor, XLPE insulated, FRLS outer sleeve cables (third core for earthing) from lighting panel/distribution junction box onwards including the supply of cable, junction boxes and cable glands, including termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Circuit wiring in non-hazardous areas using (size given below), copper conductor, PVC insulated, FRLS outer sleeve cables (third core for earthing), from lighting/power panel/distribution junction box, excluding the supply of cable, junction boxes and cable glands but including termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

3 C x 2.5 sq. mm

4 C x 2.5 sq. mm

Circuit wiring in hazardous areas using (sizes given below) copper conductor, PVC insulated, FRLS outer sleeve armoured cables (third core for earthing) from lighting/power panel/distribution junction box onwards, excluding the supply of cables, junction boxes and cable glands but including fixing of cable glands, supply and fixing of clamps, cable terminations and connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

3 C x 2.5 sq. mm

Circuit wiring with 660 V grade, (sizes given below), FRLS PVC insulated copper wires in already laid surface/concealed conduit from lighting panel/power panel onwards including the supply of wires, termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

3 Nos x 1.5 sq. mm

3 Nos x 2.5 sq. mm

5 Nos x 1.5 sq. mm

5 Nos x 2.5 sq. mm

7 Nos x 1.5 sq. mm

7 Nos x 2.5 sq. mm

9 Nos x 1.5 sq. mm

3 Nos x 4 sq. mm

5 Nos x 4 sq. mm

Circuit wiring in non-hazardous areas using (size given below), copper conductor, XLPE insulated, FRLS outer sleeve cables (third core for earthing) from lighting panel/distribution junction box onwards including the supply of cable, junction boxes and cable glands, including termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

4 C x 2.5 sq. mm armoured Cu cables

3 C x 2.5 sq. mm unarmoured Cu cables.

3 C x 2.5 sq. mm armoured Cu cables.

3 C x 4 sq. mm armoured Cu cables.

Supply and laying of (surface type) approved make of black enamelled steel conduit of following diameter and associated fittings from lighting/power panel, telephone, fire alarm/plant communication points etc., including supply of G.I. sheet steel junction boxes with acrylic cover, pull wire, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

25 mm diameter.

40 mm diameter.

Supply and installation of 50 mm x 50 mm, (18 SWG) 'METSEC' channel with removable cover, including supply of all connected hardware, supports, all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Circuit wiring with 660 V grade (sizes given below) PVC insulated copper conductor wires in already installed metsec channel including the supply of wires, termination, connection and harnessing of wires etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

2.5 sq. mm wires.

4 sq. mm wires.

Supply and laying of (concealed type) PVC conduit of following diameter and associated fittings in brick walls, RCC slabs/ceilings for lighting/ power/telephone, fire alarm/plant communication points etc., including supply of G.I. sheet steel junction boxes with acrylic cover, pull wire, making cuts and chasis in built up brick work, RCC slabs/ceilings and making good the same, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

25 mm diameter.

40 mm diameter.

Circuit wiring in hazardous areas using (sizes given below) copper conductor, XLPE insulated, FRLS outer sleeve armoured cables (third core for earthing) from lighting/power panel/distribution junction box onwards, excluding the supply of cables, junction boxes and cable glands but including fixing of cable glands, supply and fixing of clamps, cable terminations and connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

3 C x 2.5 sq. mm

4 C x 2.5 sq. mm

EMERGENCY LIGHTING

Supply, installation, connection, testing and commissioning of emergency lighting unit (min. 5W, 100 lumens output) fed by a self- contained battery rated for 2 hours and charger operating on 240 V AC supply, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

EARTH ELECTRODES

Supply, installation, testing and commissioning of GI earth electrodes, complete with earth pit as per std. 7-51-0102 and all necessary materials including excavation of earth pit, filling with charcoal and salt, back filling, providing necessary brickwork, connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

GI earth electrode as per std. 7-51-0102.

Supply, installation, testing and commissioning of Cast Iron earth electrodes, complete with earth pit as per std. 7-51-0102 and all necessary materials including excavation of earth pit, filling with charcoal and salt, back filling, providing necessary brickwork, connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Cast Iron earth electrode as per std. 7-51-0102.

Supply, Installation, Testing and Commissioning of maintenance free Chemical earth electrode complete with earth pit and all necessary materials including excavation of earth pit, filling with maintenance free chemical for ease of operation and maintenance, back filling, providing necessary brick work, connections, including all labour and materials as per approved drawings, specifications of this tender and directions of engineer-in-charge

EARTH STRIPS

Supply, installation and connection of following GI earthing strip along the cable trenches or cable trays or fixing to walls or structures including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Supply, installation and connection of following GI earthing strip buried individually at a depth of 500 mm including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, excavation and refilling etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

EARTHING CONNECTION

Connecting individual equipment to the earth strip or earth plate with following sizes of G.I. wire / G.I. wire rope including the supply of G.I. wire /G.I. wire rope, lugs, conductors, connecting to the G.I. strip or earth plate and necessary hardware for connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

3/8" dia (10 mm) flexible rope.

5/8" dia (16 mm) flexible rope.

8 SWG GI Wire.

EARTH PLATES

Supply, installation and connection of GI earth plates as per std. 7-51-0103, complete with anchor bolts, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

GI earth plate as per std. 7-51-0103.

EARTHING CABLES

Supply of 1100 V grade, multi stranded Copper Conductor, XLPE/PVC insulated and unarmoured cables (with green/yellow strips or green colour outer sleeve) of following sizes as per EIL standard specification No. 6-51-0051, data sheet, specifications of this tender and directions of Engineer-in-Charge.

1 C x 185 Sqmm

TELEPHONE SYSTEM

Supply, installation, testing and commissioning of Indoor Telephone Distribution J.B. made out of 2.03 mm (14 gauge) sheet steel, with one anti-rust coat of primer, with two finished coats of approved epoxy paint, with Krone type terminals with hinged lockable door, detachable gland plate at the bottom/top complete with termination and connections of incoming/ outgoing cables, including all labour and materials, as per specifications of this tender and directions of Engineer-in-Charge.

TDJB Surface mounting type, suitable for 1 nos 20 Pair incoming cable(s) and 10 nos 2 Pair outgoing cable(s)

TDJB Surface mounting type, suitable for 1 nos 20 Pair incoming cable(s) and 5 nos 2 Pair outgoing cable(s)

TDJB Surface mounting type, suitable for 1 nos 50 Pair incoming cable(s) and 2 nos 10 Pair outgoing cable(s)

Supply, installation, connection, testing and commissioning of following plug - in type sockets for Telephones extensions including supply of sheet boxes with covers connection of socket and plug, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Flush Mounting Type.

Wiring with (No. of wires given below) 660 V grade, 0.63 mm dia. annealed tinned copper conductor, PVC insulated twin flat wire as per relevant IS in already laid surface/concealed conduit from TDJB onwards to telephone sockets including supply of Wires, termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

1 No. twin flat wire.

2 Nos. twin flat wires.

3 Nos. twin flat wires.

FIRE ALARM SYSTEM

Installation, termination and connection of following fire alarm panel including Power Pack and battery backup system and all associated items, including transportation from store/yard to site at the place of installation, assembling and installation on foundation or fixing to wall or steel structures, aligning, levelling, grouting, termination and connection of cables, making earth connections etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Zener Barrier

Fire alarm panel.

Heat detectors.

Linear beam detectors.

Break glass type fire alarm boxes.

Response Indicators.

Exit signs.

Hooters.

Sirens with starters.

Multi sensor type detectors

Fault Isolator modules

Input/Monitoring relay module

Output/Control Relay Module

Hooter Acknowledge Box

Supply of weatherproof type fire alarm junction box (FAJB) suitable for outdoor installation with Krone/screw type terminals, including supply of weatherproof double compression cable glands and weatherproof plugs to block the unused entry including all labour and materials, as per specifications of this tender and direction of Engineer-in-Charge.

FAJB with 1 nos 20 Pair incoming cable(s) and 10 nos 2 Pair outgoing cable(s)

Installation, testing and commissioning of weatherproof type fire alarm junction box (FAJB) suitable for outdoor installation with Krone/screw type terminals, including termination and connections of incoming and outgoing non-jelly cable, excluding supply of weatherproof double compression cable glands, including all labour and materials, as per specifications of this tender and direction of Engineer-in-Charge.

FAJB with 1 nos 20 Pair incoming cable(s) and 10 nos 2 Pair outgoing cable(s)

LAYING OF COMMUNICATION / FIRE ALARM CABLES

Horizontal and vertical laying/pulling through of communication/fire alarm cables of the following overall diameters in ready trays/trenches/conduits or supported on structures including supplying and fixing of GI saddle and saddle bars, stainless steel strip number tags, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge

Cables of overall dia. upto 35 mm.

CIVIL WORKS/M.S. CHEQUERED PLATE

Excavation and backfilling of trenches for cables and earth strip etc. , for a maximum depth of 1.5 m, shoring, shuttering and dewatering (if necessary) including consolidation and disposal of surplus earth up to a distance of 30 m, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Excavated trench dimensions shall be measured).

Supply and spreading of approved CLAY BRICKS - TYPE-5 of 75 mm thickness in cable trenches for cable protection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Actual area of laid brick surfaces shall be measured).

Excavation and backfilling of trenches in all types of soil except rock.

Excavation and backfilling of trenches in all types of soil including rock.

Supply and spreading of approved fine river sand/stone dust in cable trenches, including all labour and materials, specifications of this tender and directions of Engineer-in-Charge.

Fine river sand.

Stone dust grading Zone-II, grading limits as per IS-383.

Providing and laying plain cement concrete for all depths below and up to a plinth level in foundations including tamping, ramming, vibrating, curing, shuttering etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed, including supply of all materials and all complete for concrete of M-15 grade with 20 mm and down size graded crushed stone aggregates, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Plain cement concrete.

Supply, fabrication and installation of 6 mm thick M.S. chequered plate for covering floor cut- outs/cable trenches etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

6 mm thick M.S. chequered plate.

LAN SYSTEMS

Supply, installation, connection, testing and commissioning of weatherproof power panels for UPS power distribution having following incomer & outgoing feeders, including all labour and materials, as per approved drawings, specifications of this tender and directions of engineer-in-charge.

32A, double pole incomer MCB isolator and 6 nos outgoing double pole 10A MCBs isolator with 2nos, 10A semiconducting fuses and 2 Pole RCCBs rated 30mA.

32A, double pole incomer MCB isolator and 12 nos outgoing double pole 10A MCBs isolator with 2nos, 10A semiconducting fuses and 2 Pole RCCBs rated 30mA.

63A, double pole incomer MCB isolator and 18 nos. outgoing double pole 10A MCBs isolator with 2nos, 10A semiconducting fuses and 2 Pole RCCBs rated 30mA.

Supply, installation, connection, testing and commissioning of following ratings of 240 V, single phase, sockets/receptacles/switches as described below including all connected materials, outlet boxes and associated accessories including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

3 nos 6 A, 3 pin plate type flush/ surface mounting sockets/receptacles with 1 Nos 16 A, plate type flush/surface mounted switches.

PAINTING & MARKING

Letter painting and marking of all buses of switchboards, all incomers, bus couplers, outgoings with details of Tag No, feeder rating in KW/Amp, sending end source, in the front of the panels and bus bar, panel nos.etc. on the rear side of the panels for all switchboards, all other substation equipment viz.transformers, capacitors, neutral grounding resistors, VFD panels, other panels, etc for equipment housed in electrical substations including supply of all material such as stickers, enamel paints, stencil, etc including supply of all labour, materials as per the specification of this tender and directions of Engineer-in-Charge.

Each alphabet/character upto 2 inch in height/length

Each alphabet/character above 2 inch and Upto 4 inch in height/length

INFORMATION TECHNOLOGY SERVICES

Structured UTP LAN CABLING

Supply, installation, testing (Penta Scanning) and commissioning of Structured UTP LAN Cabling including all labour and materials (Cable, Conduit, Channel), including following items as per approved drawings, specifications of this tender and directions of engineer-in-charge:

CAT-6A LSZH-FR

24-port CAT-6A Jack Panel (fully loaded with 24 Nos. I/Os)

48-port CAT-6A Jack Panel (fully loaded with 48 Nos. I/Os)

8-port CAT-6A Jack Panel (fully loaded with 8 Nos. I/Os)

1-m long CAT-6A Patch Cord

2-m long CAT-6A Patch Cord

CAT-6A I/O, Faceplates, Gang-box

Equipment Rack - Networking, Server

Supply, installation, testing and commissioning of Network Racks including all labour and materials (including Horizontal and Vertical Cable Managers) of varying sizes, as per approved drawings, specifications of this tender and directions of engineer-in-charge.

Wall-mounted Network Rack

Height 15 u Width 19 Inch

Supply and Laying of PVC conduits pipe

Supply and Laying of PVC conduits as per the specifications of this tender and directions of the Engineer-in-Charge.

Supply and Laying of PVC conduits of sizes OD 32 mm

Supply and Laying of PVC channels

Supply and Laying of PVC channels as per the specifications of this tender and directions of the Engineer-in-Charge.

Supply and Laying of PVC channels of size OD 25 mm as per the specifications of this tender and directions of the Engineer-in-Charge.

EQUIPMENT - PACKAGE

Central Air-Conditioning System with Water Cooled Chillers & chilled water coil AHU Design, engineering, procurement of raw materials and bought out components, manufacturing, fabrication, assembly at shop, inspection (including TPI), testing at manufacturer's works, shop painting (primer + finish coat), insulation at works, packing and delivery including supply of first charge of refrigerant and lubricants, all commissioning spares, mandatory spares, special tools and tackles as applicable for Central AC System with water cooled Chillers (min. BEE 4 star) & chilled water coil AHUs including Chemical Filter Unit, Chilled Water Pumps, Pan Humidifier, Pressurized Expansion Tank, associated piping, valves, instruments, ducting, diffusers/grilles/nozzles etc., transportation from vendor's works to site, unloading at site, handling, transportation to contractor's store and from contractor's store to work site, storage at site, fabrication/assembly at site, installation and other field works including electrical, civil-structural work complete in all respect, hook up, testing, site painting, insulation, pre-commissioning, commissioning, performance guarantee run test at site, handing over to client, onsite training at project site to Owner’s personnel for operation & maintenance, preparation and submission of drawings & documents as per the enclosed Scope of Supply/Works (Static & Machinery Equipment, Doc. No. B957-999-80-42-SOW-8212), Job Specification (Static & Machinery Equipment, Doc. No. B957-999-80-42-SP-8212) for Building Works Tender - 3 and other documents referred therein and instruction of engineer-in-charge .

i) For SS-107 (DG Substation)

ii) For Substation SS-102A

Unit rate for the complete HVAC System (excluding standby chillers & standby chilled water pumps) for price adjustment in case of increase or decrease in actual HVAC System capacity, as per the scope defined under Item No. 01QQ.ME9.1 of this Schedule of Rates (SOR). Note: The above unit rates shall be applicable only in case of changes in the air-conditioned area and equipment heat dissipation data specified in the tender, resulting in variation in the required actual HVAC System capacity.

Unit rate for the complete HVAC System (excluding standby chillers & standby chilled water pumps) for price adjustment in case of increase or decrease in actual HVAC System capacity, as per the scope defined under Item No. 01QQ.ME9.2 of this Schedule of Rates (SOR). Note: The above unit rates shall be applicable only in case of changes in the air-conditioned area and equipment heat dissipation data specified in the tender, resulting in variation in the required actual HVAC System capacity.

Unit rate for the standby Chiller along with standby chilled water Pump for price adjustment in case of increase or decrease in the actual HVAC System capacity, as per the scope defined under Item No. 01QQ.ME9.1 of this Schedule of Rates (SOR). Note: The above unit rates shall be applicable only in case of changes in the air-conditioned area and equipment heat dissipation data specified in the tender, resulting in variation in the required actual HVAC System capacity.

Unit rate for the standby Chiller along with standby chilled water Pump for price adjustment in case of increase or decrease in the actual HVAC System capacity, as per the scope defined under Item No. 01QQ.ME9.2 of this Schedule of Rates (SOR). Note: The above unit rates shall be applicable only in case of changes in the air-conditioned area and equipment heat dissipation data specified in the tender, resulting in variation in the required actual HVAC System capacity.

Central Air-Conditioning System with Air Cooled Chillers & chilled water coil AHU Design, engineering, procurement of raw materials and bought out components, manufacturing, fabrication, assembly at shop, inspection (including TPI), testing at manufacturer's works, shop painting (primer + finish coat), insulation at works, packing and delivery including supply of first charge of refrigerant and lubricants, all commissioning spares, mandatory spares, special tools and tackles as applicable for Central AC System with air cooled Chillers (min. BEE 4 star) & chilled water coil AHUs including Chemical Filter Unit, Chilled Water Pumps, Pan Humidifier, Pressurized Expansion Tank, associated piping, valves, instruments, ducting, diffusers/grilles/nozzles etc., transportation from vendor's works to site, unloading at site, handling, transportation to contractor's store and from contractor's store to work site, storage at site, fabrication/assembly at site, installation and other field works including electrical, civil-structural work complete in all respect, hook up, testing, site painting, insulation, pre-commissioning, commissioning, performance guarantee run test at site, handing over to client, onsite training at project site to Owner’s personnel for operation & maintenance, preparation and submission of drawings & documents as per the enclosed Scope of Supply/Works (Static & Machinery Equipment, Doc. No. B957-999-80-42-SOW-8212), Job Specification (Static & Machinery Equipment, Doc. No. B957-999-80-42-SP-8212) for Building Works Tender - 3 and other documents referred therein and instruction of engineer-in-charge for each equipment including accessories

i) For BDT Substation

Unit rate for the complete HVAC System (excluding standby chiller & standby chilled water pump) for price adjustment in case of increase or decrease in actual HVAC System capacity, as per the scope defined under Item No. 01QQ.ME10.1 of this Schedule of Rates (SOR). Note: The above unit rates shall be applicable only in case of changes in the air-conditioned area and equipment heat dissipation data specified in the tender, resulting in variation in the required actual HVAC System capacity.

Unit rate for the standby Chiller along with standby chilled water Pump for price adjustment in case of increase or decrease in the actual HVAC System capacity, as per the scope defined under Item No. 01QQ.ME10.1 of this Schedule of Rates (SOR). Note: The above unit rates shall be applicable only in case of changes in the air-conditioned area and equipment heat dissipation data specified in the tender, resulting in variation in the required actual HVAC System capacity.

Air-Conditioning System with Hot & Cold Split Air-Conditioners Supply of inverter controlled five (5) star rating Split Air Conditioner suitable for stabilizer free operation complete with all accessories and fittings, including supply of first fill of refrigerants (non-CFC and eco-friendly), remote control, transportation from vendor's works to site, unloading at site, handling, transportation to contractor's store and from contractor's store to work site, storage at site, assembly at site, installation and other field works including electrical, civil-structural works complete in all respect, testing, painting, insulation, commissioning, handing over to client. Split unit shall have wall mounted indoor unit and outside located air cooled condenser (outdoor unit) with insulated refrigerant piping, controls and line accessories, electrical and civil works (e.g. civil work related to concealing of refrigerant piping, drain piping to the nearest drain, cabling of AC units) as required including the structural steel framework, pedestal/bracket to mount the indoor and outdoor units, supports & clamps for refrigerant piping/cables, hold down nuts & bolts, spares for commissioning and start up etc. as per the enclosed Scope of Supply/Works (Static & Machinery Equipment, Doc. No. B957-999-80-42-SOW-8212), Job Specification (Static & Machinery Equipment, Doc. No. B957-999-80-42-SP-8212) for Building Works Tender - 3 and other documents referred therein and instruction of engineer-in-charge for each equipment including accessories. Note: Payment adjustment on account of each addition / deletion of AC unit, Pro rata basis per unit quoted price shall be considered.

1.0 TR (min. 3500 W cooling capacity) - latest BEE 5 star rated inverter controlled Split Air Conditioner.

1.5 TR (min. 5100 W cooling capacity) - latest BEE 5 star rated inverter controlled Split Air Conditioner

2.0 TR (min. 6800 W cooling capacity) - latest BEE 5 star rated inverter controlled Split Air Conditioners

Supply, Installation, testing and commissioning including vaccumization and Nitrogen testing of soft / hard drawn copper refrigerant piping of compatible sizes for above mentioned split AC Units, complete with fittings, with suitable adjustable ring type hanger supports / perforated covered tray support, jointing / brazing including accessories, insulated with XPLE Class-O tubular insulation / with Class-O closed cell elastomeric nitrile rubber tubular sleeves sections of 32 mm thickness for suction and Liquid lines, all accessories as per Scope of Work, specifications etc. and directions of Engineer-in-Charge:" Note: The unit of measurement for this item will be per metre of additional refrigerant piping & electric cable beyond the standard 3 m length provided by manufacturer.

Bag Filter type Dust Collection System Design, engineering, procurement of raw materials and bought out components, manufacturing, fabrication, assembly at shop, inspection (including TPI), testing at manufacturer's works, shop painting (primer + finish coat), packing and delivery including supply of lubricants, all commissioning spares, mandatory spares, special tools and tackles as applicable for Bag Filter type Dust Collection System including automatic reverse pulse jet type bag filter with dust collection hopper, fan, dust extraction hood, instruments, ducting, supporting structures etc., transportation from vendor's works to site, unloading at site, handling, transportation to contractor's store and from contractor's store to work site, storage at site, fabrication/assembly at site, installation and other field works including electrical, civil-structural work complete in all respect, hook up, testing, site painting, pre-commissioning, commissioning, performance guarantee run test at site, handing over to client, onsite training at project site to Owner’s personnel for operation & maintenance, preparation and submission of drawings & documents as per the enclosed Scope of Supply/Works (Static & Machinery Equipment, Doc. No. B957-999-80-42-SOW-8212), Job Specification (Static & Machinery Equipment, Doc. No. B957-999-80-42-SP-8212) for Building Works Tender - 3 and other documents referred therein and instruction of engineer-in-charge.

Coke Fines Storage Area of Hazardous Waste Storage Shed II

Electric Wire Rope Hoist with all accessories

Procurement , packing, delivery and supply of Electrically Operated Hoist with Trolley of Capacity 2 MT in Hazardous Waste Storage Shed complete with all electricals & other accessories and including supply of commissioning spares, first fill of oil & lubricants etc. transportation from vendor's works to site, unloading at site, handling, transportation to contractor's store and from contractor's store to work site, storage at site, fabrication/assembly at site, installation and other field works complete in all respect, hookup, testing, commissioning, load test at site, handing over to client, preparation and submission of drawings and documents as per the enclosed Scope of Supply/Works (Static & Machinery Equipment, Doc. No. B957-999-80-42-SOW-8212), Job Specification (Static & Machinery Equipment, Doc. No. B957-999-80-42-SP-8212) for Building Works Tender - 3 and other documents referred therein and instruction of engineer-in-charge.

Unit Rate ( ADDITION / DELETION ) per meter increase/decrease in height of lift for Electric Wire Rope Hoist including supply, installation, fixtures etc. as per the enclosed Scope of Supply/Works (Static & Machinery Equipment, Doc. No. B957-999-80-42-SOW-8212), Job Specification (Static & Machinery Equipment, Doc. No. B957-999-80-42-SP-8212) for Building Works Tender - 3 and other documents referred therein and instruction of engineer-in-charge.

STRUCTURAL

EARTH WORK (REFER SPECIFICATION NO. 6-68-0003)

Earthwork excavation in soil

Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 1.5m and upto and inclusive of 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 3.0m and upto & inclusive of 4.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 4.5m and upto & inclusive of 6.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earthwork excavation in soft rock

Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth beyond 1.5m and upto & inclusive of 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth beyond 3.0m and upto & inclusive of 4.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth beyond 4.5m and upto & inclusive of 6.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earthwork in EXCAVATION below ground level for all kinds of works by CONTROLLED BLASTING IN SOFT ROCKS, using blasting mats, GI Sheets, steel plates, nylon nets etc. including counter weight loading of the area to be blasted by sand bags where required, removal of all sand bags and blast control mats, GI Sheets, nets etc. after blasting etc. for a depth of 1.5m including all related work for blasting such as drilling, supplying, storage & charging of explosives making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork in EXCAVATION below ground level for all kinds of works by CONTROLLED BLASTING IN SOFT ROCKS, using blasting mats, GI Sheets, steel plates, nylon nets etc. including counter weight loading of the area to be blasted by sand bags where required, removal of all sand bags and blast control mats, GI Sheets, nets etc. after blasting etc. for a depth beyond 1.5m and upto & inclusive of 3.0m including all related work for blasting such as drilling, supplying, storage & charging of explosives making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork in EXCAVATION below ground level for all kinds of works by CONTROLLED BLASTING IN SOFT ROCKS, using blasting mats, GI Sheets, steel plates, nylon nets etc. including counter weight loading of the area to be blasted by sand bags where required, removal of all sand bags and blast control mats, GI Sheets, nets etc. after blasting etc. for a depth beyond 3.0m and upto & inclusive of 4.5m including all related work for blasting such as drilling, supplying, storage & charging of explosives making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork in EXCAVATION below ground level for all kinds of works by CONTROLLED BLASTING IN SOFT ROCKS, using blasting mats, GI Sheets, steel plates, nylon nets etc. including counter weight loading of the area to be blasted by sand bags where required, removal of all sand bags and blast control mats, GI Sheets, nets etc. after blasting etc. for a depth beyond m and upto 4.5m & inclusive of 6.0m including all related work for blasting such as drilling, supplying, storage & charging of explosives making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork in EXCAVATION below ground level for all kinds of works by Non- Explosive Blasting methods in Soft Rocks, for a depth of 1.5m including all related work for non-explosive blasting such as drilling, supplying, storage, mixing & filling of drilled holes with non-explosive demolition agents/ blasting chemicals making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork in EXCAVATION below ground level for all kinds of works by Non- Explosive Blasting methods in Soft Rocks, for a depth beyond 1.5m and upto & inclusive of 3.0m including all related work for non-explosive blasting such as drilling, supplying, storage, mixing & filling of drilled holes with non-explosive demolition agents/ blasting chemicals making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork in EXCAVATION below ground level for all kinds of works by Non- Explosive Blasting methods in Soft Rocks, for a depth beyond 3.0m and upto & inclusive of 4.5m including all related work for non-explosive blasting such as drilling, supplying, storage, mixing & filling of drilled holes with non-explosive demolition agents/ blasting chemicals making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork in EXCAVATION below ground level for all kinds of works by Non- Explosive Blasting methods in Soft Rocks, for a depth beyond 4.5m and upto & inclusive of 6.0m including all related work for non-explosive blasting such as drilling, supplying, storage, mixing & filling of drilled holes with non-explosive demolition agents/ blasting chemicals making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCKS for a depth of 1.5m by CHISELLING (pneumatic or manual), wedging or any other agreed methods (where blasting is prohibited for any reason or as decided) including all related works, all equipments required for chiselling, and cutting upto required levels, dressing and trimming of sides, levelling and grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. all complete as directed including providing temporary supports to existing service lines like waterpipes, sewage pipes, electric overhead and underground cables etc. all complete.

Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCKS for a depth beyond 1.5m and upto & inclusive of 3.0m by CHISELLING (pneumatic or manual), wedging or any other agreed methods (where blasting is prohibited for any reason or as decided) including all related works, all equipments required for chiselling, and cutting upto required levels, dressing and trimming of sides, levelling and grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. all complete as directed including providing temporary supports to existing service lines like waterpipes, sewage pipes, electric overhead and underground cables etc. all complete.

Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCKS for a depth beyond 3.0m and upto & inclusive of 4.5m by CHISELLING (pneumatic or manual), wedging or any other agreed methods (where blasting is prohibited for any reason or as decided) including all related works, all equipments required for chiselling, and cutting upto required levels, dressing and trimming of sides, levelling and grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. all complete as directed including providing temporary supports to existing service lines like waterpipes, sewage pipes, electric overhead and underground cables etc. all complete.

Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCKS for a depth beyond 4.5m and upto & inclusive of 6.0m by CHISELLING (pneumatic or manual), wedging or any other agreed methods (where blasting is prohibited for any reason or as decided) including all related works, all equipments required for chiselling, and cutting upto required levels, dressing and trimming of sides, levelling and grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. all complete as directed including providing temporary supports to existing service lines like waterpipes, sewage pipes, electric overhead and underground cables etc. all complete.

Earthwork excavation by blasting hard rock

Earthwork in EXCAVATION below ground level for all kinds of works by BLASTING IN HARD ROCKS, for a depth of 1.5m including all related work for blasting such as drilling, supplying, storage & charging of explosives making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork in EXCAVATION below ground level for all kinds of works by BLASTING IN HARD ROCKS, for a depth beyond 1.5m and upto & inclusive of 3.0m including all related work for blasting such as drilling, supplying, storage & charging of explosives making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork in EXCAVATION below ground level for all kinds of works by BLASTING IN HARD ROCKS, for a depth beyond 3.0m and upto & inclusive of 4.5m including all related work for blasting such as drilling, supplying, storage & charging of explosives making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork excavation by controlled blasting (Explosive/ Non-explosive)

Earthwork in EXCAVATION below ground level for all kinds of works by CONTROLLED BLASTING IN HARD ROCKS, using blasting mats, GI Sheets, steel plates, nylon nets etc. including counter weight loading of the area to be blasted by sand bags where required, removal of all sand bags and blast control mats, GI Sheets, nets etc. after blasting etc. for a depth of 1.5m including all related work for blasting such as drilling, supplying, storage & charging of explosives making necessary safety measures around the area, chiselling and cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork in EXCAVATION below ground level for all kinds of works by CONTROLLED BLASTING IN HARD ROCKS, using blasting mats, GI Sheets, steel plates, nylon nets etc. including counter weight loading of the area to be blasted by sand bags where required, removal of all sand bags and blast control mats, GI Sheets, nets etc. after blasting etc. for a depth beyond 1.5m and upto & inclusive of 3.0m including all related work for blasting such as drilling, supplying, storage & charging of explosives making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork in EXCAVATION below ground level for all kinds of works by CONTROLLED BLASTING IN HARD ROCKS, using blasting mats, GI Sheets, steel plates, nylon nets etc. including counter weight loading of the area to be blasted by sand bags where required, removal of all sand bags and blast control mats, GI Sheets, nets etc. after blasting etc. for a depth beyond 3.0m and upto & inclusive of 4.5m including all related work for blasting such as drilling, supplying, storage & charging of explosives making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork in EXCAVATION below ground level for all kinds of works by Non- Explosive Blasting methods in Hard Rocks, for a depth of 1.5m including all related work for non-explosive blasting such as drilling, supplying, storage, mixing & filling of drilled holes with non-explosive demolition agents/ blasting chemicals making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork in EXCAVATION below ground level for all kinds of works by Non- Explosive Blasting methods in Hard Rocks, for a depth beyond 1.5m and upto & inclusive of 3.0m including all related work for non-explosive blasting such as drilling, supplying, storage, mixing & filling of drilled holes with non-explosive demolition agents/ blasting chemicals making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork in EXCAVATION below ground level for all kinds of works by Non- Explosive Blasting methods in Hard Rocks, for a depth beyond 3.0m and upto & inclusive of 4.5m including all related work for non-explosive blasting such as drilling, supplying, storage, mixing & filling of drilled holes with non-explosive demolition agents/ blasting chemicals making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork excavation by chiselling

Earth work in EXCAVATION below ground level for all kinds of works in HARD ROCKS for a depth upto 1.5m by CHISELLING (pneumatic or manual), wedging or any other agreed methods (where blasting is prohibited for any reason or as decided) including all related works, all equipments required for chiselling, and cutting upto required levels, dressing and trimming of sides, levelling and grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. all complete as directed including providing temporary supports to existing service lines like waterpipes, sewage pipes, electric overhead and underground cables etc. all complete.

Earth work in EXCAVATION below ground level for all kinds of works in HARD ROCKS for a depth beyond 1.5m and upto & inclusive of 3.0m by CHISELLING (pneumatic or manual), wedging or any other agreed methods (where blasting is prohibited for any reason or as decided) including all related works, all equipments required for chiselling, and cutting upto required levels, dressing and trimming of sides, levelling and grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. all complete as directed including providing temporary supports to existing service lines like waterpipes, sewage pipes, electric overhead and underground cables etc. all complete.

Earth work in EXCAVATION below ground level for all kinds of works in HARD ROCKS for a depth beyond 3.0m and upto & inclusive of 4.5m by CHISELLING (pneumatic or manual), wedging or any other agreed methods (where blasting is prohibited for any reason or as decided) including all related works, all equipments required for chiselling, and cutting upto required levels, dressing and trimming of sides, levelling and grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. all complete as directed including providing temporary supports to existing service lines like waterpipes, sewage pipes, electric overhead and underground cables etc. all complete.

SHORING AND STRUTTING

Providing and installing approved type of "SHORING AND STRUTTING" by open timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed.

Providing and installing approved type of "SHORING AND STRUTTING" by close timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed.

Backfilling after execution of work

Earthwork Filling by excavation

EARTHWORK IN FILLING by excavating the earth from BORROW AREAS arranged by OWNER WITHIN A LEAD OF 1 KM, transporting the earth from borrow area including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and laying at all depths and heights in layers of thickness not exceeding 15 cms., watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of the maximum laboratory dry density, dressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete.

EARTHWORK IN FILLING by excavating the earth from BORROW AREAS arranged by OWNER beyond a LEAD OF 1.0KM AND UPTO & INCLUSIVE OF 2.0KM transporting the earth from borrow area including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and laying at all depths and heights in layers of thickness not exceeding 15 cms., watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of the maximum laboratory dry density, dressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete.

EARTHWORK IN FILLING by excavating the earth from BORROW AREAS arranged by OWNER beyond a LEAD OF 2.0KM AND UPTO & INCLUSIVE OF 3.0KM transporting the earth from borrow area including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and laying at all depths and heights in layers of thickness not exceeding 15 cms., watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of the maximum laboratory dry density, dressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete.

EARTHWORK IN FILLING by excavating the earth from BORROW AREAS arranged by CONTRACTOR for all leads, transporting the earth from borrow area including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and laying at all depths and heights in layers of thickness not exceeding 15 cms., watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of the maximum laboratory dry density, dressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete.

Transporting & Disposing the SURPLUS EARTH AND DEBRIS

Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 100M AND UPTO 1KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).

Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 1.0KM AND UPTO & INCLUSIVE OF 3.0KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).

Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 3.0KM AND UPTO & INCLUSIVE OF 5.0KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).

Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 5.0 KM AND UPTO ANYWHERE within the plant boundary including re-excavating the deposited soil excavated earlier, loading, transportation, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).

"Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction areas to areas ANYWHERE OUTSIDE THE PLANT BOUNDARY, including re-excavating the deposited soil excavated earlier, loading, transportation, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids). DISPOSAL AREAS OUTSIDE PLANT BOUNDARY TO BE ARRANGED BY THE CONTRACTOR. Royalty as applicable for disposal outside plant limits to be borne by the Contractor. "

Transportation of ROCK material

Transportation of ROCK material coming out of operation of item Nos. 01CS.1.2 to 01CS.1.5 BEYOND INITIAL LEAD OF 100M AND UPTO 1KM to the area of disposal including loading, unloading, laying at all depths and heights, stacking, spreading, levelling at an area of disposal as directed. For carting on the basis of Truck Measurements (volume of truck reduced by 50% for voids).

Transportation of ROCK material coming out of operation of item Nos. 01CS.1.2 to 01CS.1.5 beyond initial LEAD OF 1.0KM AND UPTO & INCLUSIVE OF 3.0KM to the area of disposal including loading, unloading, laying at all depths and heights, stacking, spreading, levelling at an area of disposal as directed. For carting on the basis of Truck Measurements (volume of truck reduced by 50% for voids).

Transportation of ROCK material coming out of operation of item Nos. 01CS.1.2 to 01CS.1.5 beyond initial LEAD OF 3.0KM AND UPTO & INCLUSIVE OF 5.0KM to the area of disposal including loading, unloading, laying at all depths and heights, stacking, spreading, levelling at an area of disposal as directed. For carting on the basis of Truck Measurements (volume of truck reduced by 50% for voids).

Transportation of ROCK material coming out of operation of item Nos. 01CS.1.2 to 01CS.1.5 beyond initial LEAD OF 5.0KM AND UPTO the area of disposal ANYWHERE WITHIN THE PLANT BOUNDARY including loading, unloading, laying at all depths and heights, stacking, spreading, levelling at an area of disposal as directed. For carting on the basis of Truck Measurements (volume of truck reduced by 50% for voids).

TRIAL PIT in Soil

Excavation of TRIAL PITS by Manual Means for determining the underground facilities in all type of soils for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes (if required), disposal or stacking of excavated material within a lead of 100m, dewatering of accumulated water from any source, keeping the surface dry for subsequent works, barricading the area, preparing location & depth wise record of underground facilities and restoration of trial pits by excavated earth to original condition by compacting/ ramming the soil, etc. all complete as directed by Engineer-in-Charge including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables, etc., but excluding shoring and strutting.

Excavation of TRIAL PITS by Manual Means for determining the underground facilities in all type of soils for a depth beyond 1.5m and upto 3.0m, including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes (if required), disposal or stacking of excavated material within a lead of 100m, dewatering of accumulated water from any source, keeping the surface dry for subsequent works, barricading the area, preparing location & depth wise record of underground facilities and restoration of trial pits by excavated earth to original condition by compacting/ ramming the soil, etc. all complete as directed by Engineer-in-Charge including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables, etc., but excluding shoring and strutting.

PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. 6-68-0004)

PCC - Non FIM Items

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:5:10 by mass (1 Cement: 5 Coarse Sand: 10 Crushed Stone Aggregates/Gravels) with 40mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, shuttering etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:4:8 by mass (1 Cement: 4 Coarse Sand: 8 Crushed Stone Aggregates/Gravels) with 40mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying PLAIN CEMENT CONCRETE of nominal mix 1:3:6 by mass (1 Cement : 3 Sand : 6 Crushed Stone Aggregates) with 10mm and down size graded crushed stone aggregates below and upto plinth level as SCREED in trenches, floor slabs, sumps, channels, drains etc. for all depths including shuttering, tamping, curing etc. as specified in any shape, level, thickness, position and finishing the top surface smooth etc. all complete as directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying PLAIN CEMENT CONCRETE of nominal mix 1:3:6 by mass (1 Cement : 3 Sand : 6 Crushed Stone Aggregates) with 10mm and down size graded crushed stone aggregates above plinth level as SCREED in floor slabs, roofs, chajjas, canopies, gutters etc. for all heights including shuttering, tamping, curing etc. as specified in any shape, level, thickness, position and finishing the top surface smooth etc. all complete as directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete grade M15 with 20mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete grade M20 with 20mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

RCC Substrutures - Non FIM Items

Providing and laying REINFORCED CEMENT CONCRETE OF M-20 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. foundations, raft, beams, slabs, pile caps, retaining walls, dyke walls, jambs, counterforts, buttresses, pedestals, pipe sleepers, columns, suspended floors, staircases, landings, steps, brackets etc., including equipment/ machine foundations & pedestals viz. compressors, ID & FD fans, pumps, generators, crushers, mills, etc., (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying REINFORCED CEMENT CONCRETE OF M-25 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. foundations, raft, beams, slabs, pile caps, retaining walls, dyke walls, jambs, counterforts, buttresses, pedestals, pipe sleepers, columns, suspended floors, staircases, landings, steps, brackets etc., including equipment/ machine foundations & pedestals viz. compressors, ID & FD fans, pumps, generators, crushers, mills, etc., (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. foundations, raft, beams, slabs, pile caps, retaining walls, dyke walls, jambs, counterforts, buttresses, pedestals, pipe sleepers, columns, suspended floors, staircases, landings, steps, brackets etc., including equipment/ machine foundations & pedestals viz. compressors, ID & FD fans, pumps, generators, crushers, mills, etc., (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying REINFORCED CEMENT CONCRETE OF M-25 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. trenches, culverts, manholes, pipe encasement, catchpits, drains, pits, etc., applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

RCC Superstructures - Non FIM Items

Providing and laying REINFORCED CEMENT CONCRETE OF M-20 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves, window sills, canopies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/ machine foundations, ramps etc. (including single pour concreting as specified on the drawing), providing cement wash (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING AND SPECIFIED ADMIXTURES) FOR ALL HEIGHTS UPTO & INCLUSIVE OF 20 m ABOVE PLINTH LEVEL in any shape, position, thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying REINFORCED CEMENT CONCRETE OF M-25 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves, window sills, canopies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/ machine foundations, ramps etc. (including single pour concreting as specified on the drawing), providing cement wash (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING AND SPECIFIED ADMIXTURES) FOR ALL HEIGHTS UPTO & INCLUSIVE OF 20 m ABOVE PLINTH LEVEL in any shape, position, thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying REINFORCED CEMENT CONCRETE OF M-25 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves, window sills, canopies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/ machine foundations, ramps etc. (including single pour concreting as specified on the drawing), providing cement wash (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING AND SPECIFIED ADMIXTURES) FOR ALL HEIGHTS MORE THAN 20 m ABOVE PLINTH LEVEL in any shape, position, thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

RCC Flooring - Non FIM Items

Providing and laying REINFORCED CEMENT CONCRETE OF M-20 GRADE with 20mm and down size graded crushed stone aggregates / gravel in NON-SUSPENDED slabs / pavement slabs including pedestals, ramps etc. leaving pockets, laying in alternate panels to required slopes, all necessary form work and finishing the top surface rough or smooth, including cost of admixtures if used, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT AND SHUTTERING) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Precast Elements - Non FIM Items

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-25 grade with 20mm and down size graded crushed stone aggregates/gravel, each unit upto and inclusive of 500 kg. for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, finishing the top surface with cement mortar 1:3 ( 1 Cement : 3 Sand) to give a smooth and even surface, or non skid finish as specified, providing lifting hooks, metal inserts, making holes pockets, (ONLY M.S. INSERTS TO BE MEASURED & PAID SEPARATELY) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (1Cement : 3 Coarse Sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (EXCLUDING THE COST OF REINFORCEMENT ) and as directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-25 grade with 20mm and down size graded crushed stone aggregates/gravel, each unit beyond 500 kg and upto and inclusive of 1000 kg. for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, finishing the top surface with cement mortar 1:3 ( 1 Cement : 3 Sand) to give a smooth and even surface, or non skid finish as specified, providing lifting hooks, metal inserts, making holes pockets, (ONLY M.S. INSERTS TO BE MEASURED & PAID SEPARATELY) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (1Cement : 3 Coarse Sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (EXCLUDING THE COST OF REINFORCEMENT ) and as directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as manholes, catch-basins, pits, pipe sleepers, box-culverts, drains, trenches, etc. of M-25 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit upto and inclusive of 1000 kg. for all leads, levels below plinth, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, providing lifting hooks, metal inserts, making holes, pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (Cement : 3 Coarse Sand), breaking bricks and/ or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement) and as directed. All materials including cement supplied by the contractor.

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as manholes, catch-basins, pits, pipe sleepers, box-culverts, drains, trenches, etc. of M-25 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit beyond 1000 kg and upto and inclusive of 3000 kg. for all leads, levels below plinth, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, providing lifting hooks, metal inserts, making holes, pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (Cement : 3 Coarse Sand), breaking bricks and/ or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement) and as directed. All materials including cement supplied by the contractor.

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as manholes, catch-basins, pits, pipe sleepers, box-culverts, drains, trenches, etc. of M-25 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit beyond 3000 kg and upto and inclusive of 5000 kg. for all leads, levels below plinth, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, providing lifting hooks, metal inserts, making holes, pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (Cement : 3 Coarse Sand), breaking bricks and/ or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement) and as directed. All materials including cement supplied by the contractor.

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as manholes, catch-basins, pits, pipe sleepers, box-culverts, drains, trenches, etc. of M-25 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit beyond 5000 kg and upto and inclusive of 10000 kg. for all leads, levels below plinth, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, providing lifting hooks, metal inserts, making holes, pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (Cement : 3 Coarse Sand), breaking bricks and/ or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement) and as directed. All materials including cement supplied by the contractor.

HYD Bars / MS Bars - Non FIM Items

Supplying and placing in position HIGH YEILD-STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe500D (TMT) conforming to IS:1786, for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

Centering and Shuttering - Non FIM Items

Providing and fixing CENTERING AND SHUTTERING in foundations, footings,raft beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, equipment/machine foundations, pedestals, abutments, pipe sleepers, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/bunkers/ silos/ shafts/ hoppers/liquid storage structures etc. for all depths below and upto & inclusive of plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.

Providing and fixing CENTERING AND SHUTTERING in superstrctures in retaining walls, jambs, counter-forts, buttresses, equipment/ machine foundations, abutments,columns, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/ bunkers/ silos/ shafts/ hoppers/ liquid storage structures etc. for all heights above plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.

Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in foundations in all types of Structures such as Chimneys/ Shafts/ Silos/ tunnels/ bunkers/ hoppers/ liquid storage structures/ domes/ ring wall for tanks, etc. for all depths below and upto & inclusive of plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.

Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in foundations in all types for Columns, Beams, Slabs, Walls, etc. of Buildings for all depths below and upto & inclusive of plinth level, including strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.

Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in superstructures in all types for Columns, Beams, Slabs, Walls, etc. of Buildings for all heights above plinth level, including strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.

Expansion joints - Non FIM Items

Providing 20mm wide EXPANSION JOINTS in flooring and pavement slabs and ISOLATION JOINTS around equipment foundations/columns/pedestal/trenches etc. including cleaning the joints of all loose material, filling clean sand for the full depth of slab (upto and inclusive of 300 mm) except for 12mm depth from top and sealing the top 12mm with approved two part liquid polysulphide Sealing Compound as per IS:12118 etc. all complete as shown, specified and directed.

Supplying and fixing in position 25mm thick BITUMEN IMPREGNATED FIBRE BOARD conforming to IS:1838 of approved quality in expansion joints at all locations and levels in concrete structures etc. all complete as shown, specified and directed.

Supplying and fixing in position 50 mm (2X25 mm) thick BITUMEN IMPREGNATED FIBRE BOARD conforming to IS:1838 of approved quality in expansion joints at all locations and levels in concrete structures etc. all complete as shown, specified and directed.

Supplying and sealing EXPANSION JOINTS 25 mm wide and 12mm deep at all locations and levels in Concrete Structures with approved two part liquid POLYSULPHIDE SEALING COMPOUND as per IS:12118 including raking of joints etc. all complete as shown, specified and directed.

Supplying and sealing EXPANSION JOINTS 50 mm wide and 12mm deep at all locations and levels in Concrete Structures with approved two part liquid POLYSULPHIDE SEALING COMPOUND as per IS:12118 including raking of joints etc. all complete as shown, specified and directed.

Mechanical Rebar Couplers - Non-FIM items

"Supplying and fixing MECHANICAL REBAR COUPLER of approved make for jointing high strength deformed steel reinforcement bars of Grade Fe500D (conforming to IS:1786) of dia. upto and inclusive of 25 mm at all levels & locations including testing as per manufacturer's recommendations, adjusting etc. all complete as specified and directed. "

"Supplying and fixing MECHANICAL REBAR COUPLER of approved make for jointing high strength deformed steel reinforcement bars of Grade Fe500D (conforming to IS:1786) of dia. above 25 mm at all levels & locations including testing as per manufacturer's recommendations, adjusting etc. all complete as specified and directed. "

Fixing Re-bars in already cast concrete - Non FIM Items

Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. upto 12 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturer's recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE EXCLUDING REINFORCEMENT BARS.

Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. 16 mm & 20 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturer's recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE EXCLUDING REINFORCEMENT BARS.

Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. 25 mm & 28 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturer's recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE EXCLUDING REINFORCEMENT BARS.

STRUCTURAL STEEL WORKS SPEC NO. 6-68-0006

General Steel Works - FIM Items

Dismantling, modification & re-erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS ALREADY ERECTED BY OTHERS at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, repair of damaged portion of primer as per Sl No 3.1 of Table 3 of Standard Specification for Surface Preparation and Protective Coating Document No. 6-79-0020 (or as per Job Specification, wherever applicable), grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified etc., all complete. SUPPLY OF ALL OTHER MATERIAL (OTHER THAN ALREADY ERECTED STRUCTURAL STEEL) IN CONTRACTOR'S SCOPE.

General Steel Works - Non FIM Items

Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E250BR / E250B0 (confirming to IS:2062) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer(1 coat of F-9 @ 65-75 micron DFT and 1 coat of P-6 @ 40 micron DFT), as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E250BR / E250B0 (confirming to IS:2062) at all locations and levels MORE THAN 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT and 1 coat of P-6 @ 40 micron DFT), as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E350BR / E350B0 (conforming to IS:2062) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/ or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT and 1 coat of P-6 @ 40 micron DFT), as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E350BR / E350B0 (conforming to IS:2062) at all locations and levels MORE THAN 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT and 1 coat of P-6 @ 40 micron DFT), as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

Supplying, Fabricating at CONTRACTOR's shop outside the plant boundary, transporting fabricated items to site, unloading, storing, erecting in position and testing/ examining , bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E350BR / E350B0 (conforming to IS:2062 at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL including all builtup sections/ compound sections made out of rolled sections and/ or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT and 1 coat of P-6 @ 40 micron DFT), as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc.. all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

Supplying, Fabricating at CONTRACTOR's shop outside the plant boundary, transporting fabricated items to site, unloading, storing, erecting in position and testing/ examining , bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E350BR / E350B0 (conforming to IS:2062 at all locations and levels MORE THAN 20 m ABOVE HPP/ FGL including all builtup sections/ compound sections made out of rolled sections and/ or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT and 1 coat of P-6 @ 40 micron DFT), as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc.. all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

Painting - Non FIM Items

Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. No. 5.2 of Table 5 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) over the coat of shop primer already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat as per Sl. No. 3.1 of Table 3 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable), for steel structures (excluding hand rails) at all location & levels, all complete as specified, in OFFISTE (INLAND) areas. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on Structural steel weight).

Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. No. 4.1 of Table 4.0 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) for painting(including primer) over the galvanisation already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of galvanisation (as per notes of table 4 of EIL specification no. 6-79-0020 or as per Job Specification, wherever applicable), for HAND RAILS at all location & levels, all complete as specified. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on weight of steel).

Supplying and applying COATING (Post erection/Field) of approved quality and shade as per Sl. no. 5.2 of Table 5 of EIL specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) over the damaged area requiring repair/rectification, including storage, surface preparation as per ST.2, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc., for all steel structures (excluding handrails) at all location & levels all complete as specified, in OFFSITE (INLAND) areas. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on surface area in Sqm)

Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. no. 4.1 of Table 4 of EIL specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) over the damaged area requiring repair/rectification, including storage, surface preparation as per ST.2, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. for HANDRAIL at all location & levels, all complete as specified. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on surface area in Sqm)

STRUCTURAL STEEL WORKS (TUBULAR/HOLLOW SECTION) (REFER SPECIFICATION NO.6-68-0007)

Yst 355 IS 1161

Supplying, transporting, storing, fabricating, erecting in position and testing / examining at all locations and levels bolted and/or welded "TUBULAR STEEL WORKS of all types using STEEL TUBES OF YST 355 GRADE CONFORMING TO IS:1161" in all types of trusses, girders, purlins, siderails, columns, runners, beams, ties, portals, frame work, bracings, brackets, sag rods etc. including all handling, straightening/bending if required, cutting to required size & shape, edge preparation, welding & bolting of joints, providing and fixing end caps and plugging holes, fixing in line and level with necessary temporary staging and removal of the same after erection, grouting with Ordinary Grout/premix free flow Non Shrink Grout as specified, preparation & submission of detailed fabrication drawings, preparing the exposed surfaces for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT and 1 coat of P-6@ 40 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) etc. all complete as specified & directed. SUPPLY OF ALL MATERIALS INCLUDING PLATES IN CONTRACTOR'S SCOPE.

Yst 355 IS 4923

Supplying, transporting, storing, fabricating, erecting in position & testing/examining at all locations and levels, bolted and/or welded STRUCTURAL STEEL WORKS of all types using "COLD FORMED (RECTANGULAR/SQUARE) HOLLOW SECTIONS conforming to IS: 4923, Grade Yst-355 of approved make" in all type of trusses, purlins, girders, side rails, columns, runners, beams, ties, portals, framework, bracing, brackets, sag rods etc. including all handling straightening/bending if required, cutting to required size & shape, edge preparation, welding & bolting of joints, providing and fixing end caps and plugging holes, fixing in line and level with necessary temporary staging and removal of the same after erection, grouting with Ordinary/ premix free flow Non-Shrink Grout as specified, preparation and submission of detailed fabrication drawings, preparing the exposed surfaces for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT and 1 coat of P-6 @ 40 micron DFT), as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) etc. all complete as specified and directed (SUPPLY OF ALL MATERIALS INCLUDING PLATES IN CONTRACTOR'S SCOPE).

MISCELLANEOUS STEEL WORKS SPECIFICATIONS NO. 6-68-0008

Anchor Bolts - FIM Items

Fixing and keeping in position at all levels and locations already fabricated THREADED ANCHOR BOLTS of all diameters and nomenclature supplied by the owner as Free Issue including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including transporting the same from owner's store/issue points to site of work handling , straightening if required, turning from relevant size M.S. rounds to required diameter, threading, welding, providing necessary templates and auxiliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as specified and directed. (BOLTS SHALL BE SUPPLIED BY THE OWNER AS FREE ISSUE) .

Anchor Bolts - Non FIM Items

Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading, welding, providing necessary templates and auxiliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as specified and directed.(SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

MS Metal Inserts - Non FIM Items

Supplying, transporting, storing, fabricating and fixing in position M.S. METAL INSERT (with lugs) of any shape made out of flats, plates, rolled sections, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/ any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support the heavy inserts, painting exposed surfaces with a coat of primer as per EIL Specification No. 6-79-0020 (or as per Job Specification wherever applicable), etc. all complete for all depths and heights as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

GI Pipe Sleeves - Non FIM Items

Supplying, fabricating and fixing in position G.I. PIPE SLEEVES of all diameters including providing necessary staging, cutting, straightening if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support heavy sleeves etc. all complete for all depths and heights as specified and directed.

PVC Pipe sleeves

Supplying and fixing in position PVC PIPE SLEEVES of 110mm DIA. O.D. size, conforming to IS 4985 Class-I, including providing necessary staging, cutting, if required, and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, tying and holding to correct level, line and position, etc. all complete for all depths and heights as specified and directed.

MS Chequered Plates - Non FIM Items

Supplying, fabricating and erecting in position at all levels and locations bolted, screwed and/or welded M.S. CHEQUERED PLATES of any thickness in walkways, platforms, stair treads, any other place as directed etc. including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing, welding, preparation and submission of fabrication drawings and preparing the surfaces for painting and applying shop primer as per EIL Specification No. 6-79-0020 (or Job Specification, wherever applicable) after fabrication etc. all complete as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

MS Grating Cat. A,B - Non FIM Items

Supplying, fabricating and erecting in position at all levels and locations ELECTROFORGED HOT-DIP GALVANISED GRATING (purchased from approved manufacturer by the Contractor) conforming to EIL Standard No. 7-68-0697 (in walkways, platforms, stair treads etc.) including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing with manufacturer's supplied Hot-dip galvanised clamps, preparation and submission of fabrication drawings, all complete as specified and directed. SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE.

Making openings in galvanized grating for pipes / ducts etc., at all levels and at at all locations by cutting the existing grating and providing 50x6 galvanised flat as toe protection for the openings by welding and application of galvanized paint as per EIL Standard No. 7-68-0697, all complete. Payment shall be made as per number of openings.

Cold Formed Light guage - Non FIM Items

Supplying, transporting, storing, fabricating, erecting in position and testing / examining at all levels and locations COLD FORMED LIGHT GAUGE STEEL structural sections of any approved shape for purlins, runners, side girts etc. manufactured out of galvanized steel sheet (with minimum class of coating 275/Z275) having minimum yield strength of 345 MPa (conforming to IS:277 Grade GP350 Class-1 or ASTM A653/A653M Grade 340 Class-1) including fixtures, splices, bolts, nuts, cutting to required size & shape, straightening/bending if required, bolting/ welding of joints, plugging holes, finishing edges by grinding, repair of the damaged areas of galvanized coatings due to fabrication/welding during erection as per EIL specification No. 6-79-0020 (or as per Job Specification, wherever applicable), fixing in line and level with temporary staging and removal of the same after erection & final alignment, preparation and submission of detailed fabrication drawings, etc. all complete as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE)

MS Rungs - Non FIM Items

Supplying, fabricating, fixing and keeping in position M.S. RUNGS in R.C.C. works at all depths and heights including handling, transporting the steel to site workshop and site of work, straightening, if required, cutting, bending to shape, necessary tying and welding with reinforcement, adjustment of shuttering, cleaning, surface preparation, shop primer as per EIL Spec. 6-79-0020 (or Job Specification, wherever applicable) and two coats of anticorrosive paint of approved quality on the exposed portion of rungs etc. all complete as specified and directed (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

Hand Railing 1000mm - Non FIM Items

Supplying, fabricating and fixing in position at all locations 1000mm high INCLINED HAND RAILING (for staircases) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising as per Sl. No. 4.1 of Table 4 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable) , preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

Supplying, fabricating and fixing in position at all locations 1000mm high HORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising as per Sl. No. 4.1 of Table 4 of EIL SPEC. 6-79 -0020 (or as per Job Specification, wherever applicable), preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

Hand Railing 500mm - Non FIM Items

Supplying, fabricating and fixing in position at all locations 500mm HIGH INCLINED HAND RAILING (for stair cases) consisting of top rail & vertical posts (maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, bending, welding, surface preparation, hot-dip galvanising as per Sl. No. 4.1 of Table 4 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

Supplying, fabricating and fixing in position at all locations 500mm high HORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising as per Sl. No. 4.1 of Table 4 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable) , preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

Mechanical Anchor fastners - Non FIM Items

"Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 12mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

"Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 16mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

"Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 20mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

"Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 24mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

Chemical Anchor Fastner

"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 12mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 16mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 20mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 24mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

BRICK MASONRY (REFER SPECIFICATION NO.6-68-0009)

CLASS 5.0 at all depths -Non FIM Items

Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all depths below plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all heights above plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in circular/ curved brick masonry at all depths below plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in circular/ curved brick masonry at all heights above plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR.

HALF BRICK MASONARY with bricks of CLASS 5.0-Non FIM Items

Providing and laying HALF BRICK MASONRY with bricks of CLASS 5.0 in cement mortar 1:4 (1 Cement : 4 Sand)in any shape, including the cost of materials, labour, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing openings of any shape & size, raking out the joints, supplying and placing 2 Nos. 6mm dia. M.S. Bars at every fourth course, sealing the gap between masonry and soffit of beam/slab, embedding the fittings and fixtures, curing etc. all complete as per specification. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR.

DEMOLISHING AND DISMANTLING (REFER SPEC NO. 6-68-0012)

Brickwork - Non FIM Items

Demolishing BRICKWORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items).

Demolishing BRICKWORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed.

RCC - Non FIM Items

Demolishing RCC WORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items).

Demolishing RCC WORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed.

Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING, upto & inclusive of 25mm thickness including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcement bars as per drawings, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete at all heights and depths, as specified and directed. (Excavation and backfilling shall be paid separately under relevant items).

Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING, beyond 25mm and upto & inclusive of 50mm thickness including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcement bars as per drawings, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete at all heights and depths, as specified and directed. (Excavation and backfilling shall be paid separately under relevant items).

Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING, beyond 50mm and upto & inclusive of 100mm thickness including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcement bars as per drawings, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete at all heights and depths, as specified and directed. (Excavation and backfilling shall be paid separately under relevant items).

Chipping of RCC WORK (taking all necessary safety precaution) by CHISELLING for thickness more than 100mm for all depths below plinth level including supply of all tools & tackles, scaffolding, propping, underpinning, etc. exposing, cutting, lapping/welding the reinforcement bars as per drawings & cleaning the same by wire brushing, washing the exposed surfaces, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation and backfilling shall be paid separately under relevant items).

Chipping of RCC WORK (taking all necessary safety precaution) by CHISELLING for thickness more than 100mm for all heights above plinth level including supply of all tools & tackles, scaffolding, propping, underpinning, etc. exposing, cutting, lapping/welding the reinforcement bars as per drawings & cleaning the same by wire brushing, washing the exposed surfaces, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed.

Making cut-outs in RCC slab/ wall upto a thickness of 400mm (taking all necessary safety precautions) by vibration-less spark-free mechanical means like core-cutting, wet cutting by diamond wall saw system at all depths & heights including supply of all tools & tackles, necessary scaffolding etc. cutting of reinforcement bars, disposal of unserviceable material, plastering & finishing the cut surfaces, all complete as specified and directed by the Engineer-in- Charge (Measurement on Plan/ Elevation Area basis).

Pockets - Non FIM Items

Making POCKETS/HOLES of sizes upto & inclusive of 200 x200x500mm in RCC/PCC works (taking all necessary safety precautions) by chiselling/drilling, including supply of all tools & tackles, necessary scaffolding etc. cutting of reinforcement bars, cleaning the pockets of all debris, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary all complete at all heights & depths as specified and directed.

PCC _ Non FIM Items

Demolishing PLAIN CEMENT CONCRETE work (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc. disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation and backfilling shall be paid separately under relevant items)

Demolishing PLAIN CEMENT CONCRETE work (taking all necessary safety precautions) for all heights above plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc. disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed.

Steelwork - Non FIM Items

Dismantling bolted/rivetted/welded STRUCTURAL STEEL WORK of all descriptions (taking all necessary safety precautions), including supply of all tools and tackles, consumables, necessary scaffolding etc., providing temporary bracings as required, cutting (by flame or saw) gusset plates, bolts, nuts, weldings etc., transporting and stacking of the serviceable materials, cleaning the site of work of all unserviceable materials for disposal to spoil heaps anywhere within the plant boundary, all complete at all depths and heights, as specified and directed.

AC / GI Sheets - Non FIM Items

Dismantling GI/asbestos/translucent sheets, ridges, gutters etc. (taking all necessary safety precautions) in roofings and wall claddings, including supply of all tools & tackles, necessary scaffolding, consumables, cutting (by flame or saw) of fixing hooks, transporting and stacking the serviceable materials, cleaning the site and disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete for all levels, as specified and directed.

MISCELLANEOUS ITEMS (REFER SPECIFICATION NO. 6-68-0013)

Antitermite - Non FIM Items

Providing and injecting approved chemical emulsions as specified for pre-constructional ANTI-TERMITE TREATMENT and creating a chemical barrier under and around column pits, wall trenches, basement excavations, top surfaces of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, surrounding of pipes and conduits etc. all complete as specified and directed. (Plinth area of the building at ground floor only shall be measured).

Cutting RCC Piles - Non FIM Items

Cutting the heads of R.C.C. piles of diameter upto 600mm and a length not exceeding 1500mm including exposing/ cleaning, bending of the reinforcement, making site clean for casting of pile cap and removal of debris to the spoil heaps within the plant boundary etc. all complete as specified & directed. (Excavation; if any, to be measured separately under respective item).

Building pile heads - Non FIM Items

Providing and building up pile heads of diameter upto 600mm in RCC of grade M30 with 20mm and down size graded crushed stone aggregates/ gravel including all shuttering but excluding the cost of reinforcement (to be measured under respective item) all complete as directed.

Sand Filling - Non FIM Items

Supplying and filling approved SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including cost of sand, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layers of loose thickness not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/or other equipment to the specified levels to achieve 85% relative density as per IS:2720 Part XIV, including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer-in-charge. The rates shall be inclusive of the cost of all labour, material, equipments etc. all complete .

DPC - Non FIM Items

Providing and laying 40mm thick DAMP PROOF COURSE with plain cement concrete of grade M20 (nominal mix) with 10mm and down size graded crushed stone aggregates and mixing integral water proofing compound ( conforming to IS 2645) as per manufacturer's specifications, applying two coats of hot Bitumen (Grade VG10 conforming to IS 73) @ 1.7 kg/sq.m for each coat, on top surface as per specifications including cleaning, watering the top surface of walls, centering, shuttering, placing, tamping, curing, sprinkling an even layer of dry and sharp sand over the hot bitumen etc. all completed as specified and directed.

Bitumen - Non FIM Items

Supplying and applying one coat of HOT BITUMEN VG10 grade conforming to IS:73 @1.5 Kg/sq.m. on Concrete/Brick work surfaces etc. all complete as specified and directed.

Extra over item 01CS.11.8.1 for each additional coat of HOT BITUMEN VG10 grade @ 1.2 Kg/sq.m. on Concrete/Brick work surfaces etc. complete.

BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE

Supplying and mixing of approved brand of BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE (confirming to EIL Specification No. 6-68-0017) in concrete as per manufacturer's specification for protection of reinforcement against corrosion. Supply of admixture in Contractor's scope.

BONDING FRESH CONCRETE TO OLD CONCRETE BY EPOXY RESIN BONDING SYSTEM (REFER SPECIFICATION NO. 6-68-0056)

Epoxy Resin - non FIM Items

Providing and applying approved EPOXY RESIN (prepared as per manufacturer's recommendation) for bonding of fresh concrete to old concrete in all types of structure at all depths and heights including cleaning of concrete surface, removing of all loose concrete pieces, making rough by chiselling, taking off the skin of concrete, application of Epoxy Resin System by spraying, necessary working platforms, props, scaffolding and other safety measures, removal of same after completion etc. all complete as specified and directed. (Excavation, backfilling, removal of surplus earth, keeping pit dry by pumping/bailing subsoil water shall be paid separately under relevant items).

VACUUM DEWATERING CONCRETE SYSTEM (REFER SPECIFICATION NO.6-68-0062

RCC Grade M20 - Non FIM items

Providing and laying REINFORCED CEMENT CONCRETE OF GRADE M-20 with 20mm and down size graded crushed stone aggregate/ gravel in NON-SUSPENDED ground floor slab, pavement and ramps etc., laying in alternate panels to required levels and falls by SUCTION DRYING PROCESS including leaving dowels, pockets, openings, side shuttering, supply & installation of removable track rails, leave-in-place rails, vibrating by poker/ needle vibrator, surface vibrator, mechanical floating and power toweling, curing and rendering if required to give smooth and even surface (Excluding cost of reinforcement) etc. all complete as specified and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

CONCRETE BLOCK MASONRY (REFER SPECIFICATION NO. 6-68-0016)

Autoclaved Aerated Cement Block - Non-FIM Item

Providing and laying Autoclaved Aerated (Cellular) Concrete (AAC) block masonry of Grade1 with minimum compressive strength of 5.0MPa confirming to IS 2185 (Part 3), in thin-bed mortar as per ASTM C1660 in one or more block thickness and in any shape (excluding circular/ curved block masonry) at all heights above plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of blocks, cutting and laying of blocks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, filling the blocks with mortar at specified locations, providing bond beam of 80mm depth in minimum concrete grade M15, with 2 Nos. 6mm dia HYSD TMT bars longitudinally and 6mm dia links @150mm C/C as reinforcement at every fifth course, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

SAFETY (REFER EIL SPECIFICATION)

Safety Structures - Non FIM Items

Covering of existing openings in buildings with 6 mm thick MS chequered plates by stitch welding (12 mm @ 500 mm centres) to the existing steel framework and in case existing MS framework is not available, by providing necessary anchor fastner (Mechanical) in concrete/ brick wall etc., including cutting, grinding edges, hoisting, fixing in position all complete as per the directions of Engineer-in-Charge. Rate is inclusive of supply of all materials and consumables.

Providing and fixing double scaffolding system of any height made with 40 mm dia MS tube 1.5 m centre to centre, horizontal & vertical tubes joining with MS tubes, MS tube challies, MS clamps and MS staircase system in the scaffolding for working platform/ staircase etc., and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc., wherever required for inspection of work at required locations with essential safety features for the workmen etc., all complete as per directions and approval of Engineer-in-charge. (Height shall be measured from Floor/ platform from where scaffolding is erected) including providing Aluminium ladders for safe acess of workers.

Providing of steel scaffold stair tower system with minimum 800 mm wide flights, landings at every 1.5 to 2.0 m height, handrailing around flights and landings for safe access upto a height of 12.0 m, all complete including supply of all materials, tools & tackles, manpower etc., at the location directed by Engineer-in-Charge on monthly rental basis. Rental charges shall be payable after completion of erection of the system and acceptance by the Engineer-in-Charge. Rates shall also be inclusive of dismantling of the system and taking out all materials from the project permises as directed by the Engineer-in-Charge. Rate quoted shall be for Running Meter (Height) per month.

CIVIL, STRUCTURE AND ARCHITECTURE

REINFORCED CEMENT CONCRETE

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Hard drawn steel wire fabric

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

Hard drawn steel wire fabric

GENERAL CIVIL

Compound wall/ Chain Link Fencing/ Barbed wire fencing works

Supplying, fabricating and fixing G.I. chain link fencing with 3.15mm dia. wire, 50x50mm diamond mesh chain link fence fabric conforming to IS:2721 fixed to steel/RCC posts/struts above ground level or above short height compound wall (height upto 1.5m), including supply of chain link fencing fabric in 1.9 metre wide rolls, stretcher bars, staples, etc. required for fixing the fencing, fixing of chain link fencing between straining posts, fixing of bottom of fencing to a concrete sill beams by means of hairpin staples, including supply and fixing line wires, complete as per drawings, specifications and directions of Engineer-in-Charge (All materials shall be supplied by Contractor). (The measurement of chain link fencing shall be on linear basis for 1.9 m wide fencing fabric)

CONCRETE PAVEMENTS

Providing and laying Reinforced Cement Concrete with 20mm and down size graded crushed stone aggregates in flooring, pavements etc. including leaving pockets, if necessary, making recess/drains, laying in alternate panels, etc. for all depths including shuttering, tamping, curing, etc. as specified in any shape, thickness, position and finishing the top surface smooth etc. all complete as per drawings, specifications and directions of Engineer-in-Charge.

For RCC of M-30 grade concrete (all materials including cement but excluding cost of providing & fixing reinforcement and joint sealing shall be supplied by the contractor).

Supplying and laying of 150 micron thick HM HDPE (Grade-I) FILM lining conforming to IS 10889 below concrete pavements, Hard stand, at any other place etc. including royalties, taxes, handling, transportation, unloading, storage, joining etc. all complete as per drawings, manufacturer's specifications and directions of Engineer-in-charge.

Supply of all materials and Construction of DRY LEAN CEMENT CONCRETE SUB-BASE (7 days compressive strength of 10.0 MPa) with 26.5mm and down size aggregate including cement , water, and approved additives on a prepared sub-grade, mixed in batching plant, transported to site, for all leads & lifts, laid, compacted, finished and cured etc. complete as per IRC:SP:49 (Guidelines for the use of Dry Lean Concrete as Sub-Base), drawings, standards, specifications and directions of Engineer-in-charge.

Providing 20mm wide Expansion Joints in pavement slabs as per standard/ drawing including cleaning the joints of all loose material, filling with 20mm thick impregnated fibre boards for the full depth of slab except for 25mm depth from top and sealing the top 25mm with Polysulphide base joint sealant of approved make conforming to BS:5212, including applying 2 coats of approved primer compatible with the brand of Polysulphide etc. all complete as per drawings, specifications and directions of Engineer-in-Charge.

For type-I pavement (Upto and inclusive of thickness of 200 mm). (Including providing and laying MS dowel bar, painting as required, GI pipe and cap and cotton waste).

Providing joints in pavements and around foundations as per standard/ drawing including cleaning the joints of all loose materials and sealing with Polysulphide base joint sealant of approved make conforming to BS:5212, including applying 2 coats of approved primer compatible with the brand of Polysulphide etc. complete as per drawings, specifications and directions of Engineer-in-Charge for.

Construction joints 20mm wide x 25mm deep.

Sealing joint around pedestal and column etc. 20mm wide x 200 mm deep including filling with 20mm thick impregnated fire board for the full depth of slab except for 25mm depth from top and sealing the top 25mm with Polysulphide base joint sealant of approved make conforming to BS:5212, including applying 2 coats of approved primer compatible with the brand of Polysulphide etc. complete as per drawings, specifications and directions of Engineer-in-Charge.

FLEXIBLE PAVEMENTS WEARING COURSE and miscellaneous road works

Supplying & Laying 60mm thick interlocking Paver Blocks for footpath, road shoulder etc. including providing 40 mm thick sand filling below Paver Blocks including compaction of sand layer, filling the joints by dry sand, including preparation of compacted base/ sub base etc. all complete as per drawing, standard, specification and directions of Engineer-in-Charge. (All material including cement supplied by contractor, paver blocks shall confirm to category "A" as per IRC SP63. Colour and shape of paver block shall be as per Owner requirement.).

Supply and installation of valves

Supply and installation of screwed valves as per piping material specification including fixing in position with threaded connections complete as per drawings, specifications and directions of Engineer-in-charge.

Globe valve for following nominal sizes and piping material class

Dia 2 Inch Piping Material Class J2A

MISC. CIVIL AND STRUCTURAL WORKS FOR U/G PIPING AND OTHER CIVIL WORKS

Providing and laying brick masonry with locally available bricks of specified class (Brick of class lower than specified shall not be accepted) in cement mortar 1:4 (1 cement : 4 Coarse sand) in one or more brick thickness and in any shape in foundation and plinth for valve pits, drains, circular/square maholes, wing walls, etc. including providing recesses, openings, etc. including curing, finishing the joints flush below ground level and raking out joints in plinth with all labour and material, etc. complete as per drawings, specifications and direction of Engineer-in-Charge. For following Brick Class.

All materials including cement supplied by the Contractor and Following Brick Class

Brick Class 5

Providing 13mm thick average cement plaster in cement mortar 1:3 (1 cement: 3 sand) on brick walls/stone masonry/pitching or on concrete surfaces for manholes, valves pits, culverts, wing walls, etc. including cleaning and preparation of the surface, scaffolding, curing etc. for all depths and heights complete as per drawings specifications and direction of Engineer-in-Charge.

All materials including cement supplied by the Contractor.

Providing 16mm thick average cement plaster in cement mortar 1:3 (1 cement: 3 sand) on brick walls/stone masonry/pitching or on concrete surfaces for manholes, valves pits, inspection chambers, septic tanks,Compound wall, culverts, wing walls, etc. including cleaning and preparation of the surface, scaffolding, curing etc. for all depths and heights complete as per drawings specifications and direction of Engineer-in-Charge.

All materials including cement supplied by the Contractor.

Supplying and fixing in position medium/ heavy duty CI manhole frame with lugs and cover conforming to IS-1726 including breaking of brick masonry or concrete surface to receive frame with lugs and making good the same with CM 1:3 including applying two coats of anticorrosive paint inclusive of all labours and materials etc. complete

circular size 500 mm dia. Medium duty of grade MD-10

circular size 560 mm dia. Heavy duty of grade HD-20

Supplying, fabricating and fixing in position in RCC or brick masonry walls MS rungs made out of 20mm dia. reinforcement bar of grade Fe500 TMT bar conforming to IS: 1786 .Including laying or welding to keep in proper position etc. complete as per drawings, specifications and instructions of Engineer-in-Charge.

Supplying, construction , testing & commissioning of RCC Neutralisation pit concrete , providing lean concrete 1:5:10 (1 cement : 5 sand : 10 aggregate) at bottom of Neutralisation pit and PCC 1:2:4 at Finished Grade Level, rungs, lime fill, acid proof lining, chequered plate with lifting hooks, grouting in 1:2 cement mortar(1 cement :2 sand ), painting with bitumen primer and Epoxy paint, grouting between pipe and pit wall in 1:2 cement mortar (1 cement : 2 sand), reinforcement steel including straightening, cleaning, cutting, bending, keeping in proper position, centering, shuttering etc. including earth work in excavation in all types of soil except soft rock and hard rock, backfilling & disposal of surplus earth for all leads within the complex limit etc. complete as per standards, drawings, specifications and directions of Engineer-in-charge.

All material including cement supplied by the Contractor For following grade of concrete.

grade of concrete M30

PLUMBING AND BUILDING DRAINAGE

Providing and fixing approved stone ware 100mmx100mm dia. gully trap as per EIL Std. no.7-65-0214 including grating with CI frame and cover 400mmx400mm including brick masonry (brick class shall be as mentioned below) chamber in 1:4 cement mortar( 1 cement: 4 sand) on M-20 grade cement concrete foundation, plastered inside and outside surfaces with 1:3 cement mortar (1 cement: 3 sand) with 13mm average thickness including providing and fixing light duty CI frame and cover, painting CI frame and cover with two coats of chlorinated rubber zinc phosphate primer @ 40µ DFT per coat and finish painting consists of two coats of chlorinated rubber paint @40µ DFT per coat, earth work in excavation, backfilling, removal of surplus earth, benching with M-20 grade cement concrete and rendering smooth with a neat coat of cement slurry etc. all complete as per drawings, specifications and directions of Engineer-in-Charge.

All materials including cement supplied by contractor and following brick Class

Brick Class 5

Supplying, laying and fixing 3 layer PP-R (Poly Propylene Random copolymer) pipes above ground. Pipes shall conform to IS:15801; SDR 7.4 U V stabilized & antimicrobial fusion welded, having thermal stability for hot & cold water supply, including supply and fixing of all PP-R plain & brass threaded polypropylene random fittings, PP-R Male adopters, including fixing in floors, walls, supporting on columns, sleepers, embedding, jointing, including bends, elbows, tees, reducers, sockets, unions and other specials, supplying and fixing with hooks/clamps in wooden plugs, cutting pipes to required lengths, making connections, cutting chases or holes in walls & making good the same, testing etc all complete as per drawings, manufacturer specifications and directions of Engineer-in-Charge. For the following Nominal Bore (NB) pipe:

Nominal Dia. 75 mm

Nominal Dia. 20 mm

Nominal Dia. 25 mm

Nominal Dia. 50 mm

Supplying, laying and jointing of above ground approved quality UPVC pipes to be used for ventilating and rain water application inside buildings confirming to IS:13592 (Type-A) and fittings confirming to IS: 14735 with all necessary specials such as bends, Y junction, T junction (both single and double) plugs, coupler, adapter, shoes, vent cowls etc. including solvent welded jointing and testing as per IS: 7634 (Part-3), cutting floors/walls and making good the same after fixing including supply and fixing hooks/ clamps etc. complete as per drawings, specifications and directions of Engineer-in-Charge. For the following Nominal Bore (NB) pipe:

Nominal Dia. 160 mm

Nominal Dia. 110 mm

Supplying, laying and jointing of above ground approved quality UPVC pipes to be used for soil and waste discharge application inside buildings confirming to IS:13592 (Type-B) and fittings confirming to IS: 14735 with all necessary specials such as bends, Y junction, T junction (both single and double) plugs, coupler, adapter, shoes etc. including solvent welded jointing and testing as per IS: 7634 (Part-3), cutting floors/walls and making good the same after fixing including supply and fixing hooks/ clamps etc. complete as per drawings, specifications and directions of Engineer-in-Charge. For the following Nominal Bore (NB) pipe:

(All materials including cement supplied by contractor)

Nominal Dia. 75 mm

Nominal Dia. 90 mm

Nominal Dia. 110 mm

Supplying, laying and jointing of underground approved quality UPVC pipes to be used for soil and waste discharge application inside buildings confirming to IS:13592 (Type-B) and fittings confirming to IS: 14735 with all necessary specials such as bends, Y junction, T junction (both single and double), plugs, coupler, adapter etc. including solvent welded jointing and testing as per IS: 7634 (Part-3), cutting in floors, earth work in excavation, encasing the pipe in 50mm thick PCC M20, backfilling and disposal of surplus earth / debris to demarcated area anywhere within plant complex limit etc. complete as per drawings, specifications and directions of Engineer-in-Complete. For the following Nominal Bore (NB) pipe:

(All materials including cement supplied by contractor)

Nominal Dia. 75 mm

Nominal Dia. 90 mm

Nominal Dia. 110 mm

Supplying and fixing approved quality UPVC Floor Trap with CP pressed steel grating as per IS: 14735 including cutting floors and making good the same, etc., making inlet and outlet connections, etc. complete for 100mm inlet and 75mm outlet as per drawings, specifications and directions of Engineer-in-Charge.

Supplying and fixing approved quality UPVC Floor Trap with CP pressed steel grating as per IS: 14735 including cutting floors and making good the same, etc., making inlet and outlet connections, etc. complete for 100mm inlet and 90mm outlet as per drawings, specifications and directions of Engineer-in-Charge.

Preparation of internal building plumbing and sanitary piping layouts for building as per National Building Code/ Relevant IS codes and getting the same approved by Owner/ PMC.

Building Name Weigh Bridge Cabin

Building Name Sub Station 107

Building Name Sub Station-BDT

Building Name Satellite Fire Stationn

Building Name Extension of Fire Station(Office Building)

Supplying and fixing approved quality UPVC Floor Trap with CP pressed steel grating as per IS: 14735 including cutting floors and making good the same, etc., making inlet and outlet connections, etc. complete for 100mm inlet and 100mm outlet as per drawings, specifications and directions of Engineer-in-Charge.

ACID RESISTING BRICK/ TILE LINING

Supply and laying of unglazed vitreous acid resisting tiles confirming to IS: 4457, applying silicate/ resin mortar for jointing as per IS: 4832 (Part I/ II) including applying bitumen primer and 19mm thick bitumen mastic on cement plaster surfaces/ masonry/ RCC surface. The thickness of the tiles shall be minimum 16mm. The size of the tile shall be 300mm x 300mm. Including supply of all materials, finishing, curing, testing etc. as per drawings , specifications and directions of Engineer-in-charge.

MISCELLANEOUS ITEMS

Supply and installation of combined safety shower and eyewash units as per spec. no.6-66-0038, including providing and fixing of necessary foundation bolts in foundations/ pavement etc. complete. Each safety shower shall have proper sign board with florescent letters showing their location, all complete as per specification, drawings and direction of Engineer-in-charge.

NDT Testing

DYE PENETRATION / MAGNETIC PARTICLE TEST Performing of magnetic particle test or dye penetration test including supply of all necessary materials, equipment and labour for carrying out the work as per specs. and direction of Engineer-in -charge

DP TEST LENGTH(BW&SW)

MAGNETIC PARTICLE TEST

RADIOGRAPHY :- Performance of radiographic inspection on piping of all types & thicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per specifications and instructions of Engineer-in-Charge. Radiographs shall be submitted to the Engineer-in-charge. (Repeat Radiography due to defective radiograph on repaired joints due to Contractor's fault and for additional radiography necessitated due to poor performance of contractor's welders shall be done at contractor's cost) Note: Unit for radiography quantity is 'Nos of circumferential weld joints'.

FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF SPEC FOR NDT REQUIREMENT OF PIPING)

Nominal Dia. 4 Inch

Nominal Dia. 6 Inch

Nominal Dia. 2 Inch

Nominal Dia. 1 Inch

Installation of Valve

Transportation of all kind of valves( including special and motor operated valves) from owner's storage point to contractor's store/ work site and installation of valves for all rating including assembly of valve accessories, if any, fixing of gaskets, bolts/ nuts etc. complete as per specifications drawings and direction of Engineer-in-charge including returning all unused/ surplus material to owner's storage point (valves along with accessories shall be supplied by owner as free issue material)

Flanged/ Wafer Valves

Nominal Dia. 6 Inch

Nominal Dia. 1 Inch

Nominal Dia. 4 Inch

Nominal Dia. 2 Inch

Dismantling works

Removal of existing U/G piping

For CS Piping dismantling, Thickness <=10 mm , For following Nominal Sizes

NB upto 1.5 inch

NB 2 inch - 6 inch

NB 8 inch - 14 inch

Dismantling of WBM / WMM

Dismantling of WBM / WMM, including supply of all tools and tackles, labours, taking all necessary safety precautions etc., segregating of serviceable / unserviceable material, stacking of serviceable material any where within plant boundary limit and disposal of the unserviceable material anywhere outside the plant boundary etc. all complete for all levels, leads as specified and directed by Engineer-in- Charge.(Disposal areas shall be arranged by the Contractor at his own cost. The rate quoted shall include all royalties, right-of-way etc. complete.).

For pipe diameter ranging from 300mm to 600 mm

Portable/ trolley mounted Extinguishers

Supply and installation of portable DCP ( Dry Chemical Powder Type) extinguisher including transporting to worksite, fixing in position including all accessories and all labor and material etc. complete as per drawings, specification and directions of Engineer-in-Charge.

Capacity in Kg 9

Capacity in Kg 6

Supply and installation of portable CO2 extinguishers including transporting to worksite, fixing in position including all accessories and all labor and material etc. complete as per drawings, specification, data sheet and directions of Engineer-in-Charge.

Capacity in Kg 4.5

Painting of A/G pipes and valves

Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification (Line numbering), lettering, colour bands, colour coding etc. as specified including rubdown and touch up of shop primer wherever required, providing scaffolding for all heights, labour, material, tools and tackles, consumables supervision etc. to complete the work in all respects as per painting specification, drawings and direction of Engineer-in-Charge for all types of un insulated piping and insulated piping as specified including all pipes, fittings, flanges, supports, valves etc. Surface preparation by blast cleaning and application of first coat of primer (inorganic zinc silicate, F9) shall be done in fabrication yard prior to erection. The identification marks of the piping and joints shall be noted before blasting and the same shall be transferred on primed surface with Polyurethane paint (F2) or as per the instructions of Engineer-in-Charge. Notes: 1. All joints (fabrication as well as erection joints) shall be left unpainted till hydro testing. 2. No extra payment shall be made for identification (line numbering etc.) of insulated and uninsulated lines.

Painting of uninsulated surfaces for 'Industrial ' environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surface preparation. For following pipe sizes

Nominal Dia. 1 Inch

Nominal Dia. 6 Inch

Nominal Dia. 4 Inch

Nominal Dia. 2 Inch

Painting of uninsulated surfaces for 'Industrial ' environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surface preparation. For following valve sizes

Nominal Dia. of valve 6 Inch

Nominal Dia. of valve 4 Inch

Nominal Dia. of valve 1 Inch

Nominal Dia. of valve 2 Inch

Fabrication and Erection of piping (Above ground)

PIPING (ABOVE GROUND): Transportation of all piping items from owner's storage point to work site/workshop, fabrication including cutting, edge preparation (including grinding the edges of pipe, fittings, flanges etc. to match with the mating edges of uneven/different thickness wherever required), fitup, bending, preheating wherever required, welding, threading, and laying of pipes of all type and thickness over pipe sleepers, overhead on racks and at all elevations, connecting with equipment nozzles, strainers, orifice assemblies, tapping for pressure gauges etc., fixing of gaskets, bolts, nuts including application of torque wherever required and all other inline instruments and fitting like elbows, reducers, tees, vents, drains, SW valves upto 1.5 NB, alignment, cleaning & flushing by water/compressed air, hydrostatic, pneumatic, vacuum, spark testing and any other type of testing as specified, draining, drying by compressed air completing all such works in all respects (including preparation of isometrics as mentioned in the scope of work for the job) as per drawings, specifications and instruction of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material)

Carbon Steel Piping (Non IBR), Thickness <=10 mm

Fabrication, For the following nominal sizes

NB upto 1.5 inch

NB 2 inch - 6 inch

Erection , for Water System (Pressure Piping), For following Nominal Sizes

NB upto 1.5 inch

NB 2 inch - 6 inch

Supply, fabrication and Erection of piping (Above ground)

Miscellaneous G.I. PIPING (ABOVE GROUND)

Supplying and laying ABOVE GROUND mild steel galvanized pipes as per piping material specification, including supply and installation of reducing tees, fittings, elbows, nipples, Teflon tapes, white lead etc., cutting the pipes to required lengths, making threads, including laying of pipes on pipe rack, sleepers, T-supports, erection of piping on technological structures etc. including joining of pipes and fittings with threaded/ flanged connections etc. hydrostatic testing of the piping including supply of necessary fittings etc. and pipe supports complete as per data sheets, specifications, drawings and instructions of Engineer-in-charge.

Dia. 2 Inch PMS J2A

Dia. 3 Inch PMS J2A

fire fighting equipment's

Supply, installation, testing and commissioning of following firefighting equipment as per relevant specifications, data sheet, drawing, including transporting the equipment to worksite, fixing of nuts, bolts, washers, gaskets, welding needed for fixing the equipment with matching flange etc. all complete as per drawings, specifications, standards, data sheet and direction of Engineer-in-Charge.

First Aid hose reel wall mounted type

Hose box cabinet Type-II (Wall mounted type) including all inside accessories, including all civil works, fixing in position with anchor bolts in foundations or wall

Stand Post Type Fire Hydrant without Pumper Connection

Miscellaneous Items

40mm dia

50mm dia

65mm dia

80mm dia

Supplying, installing, testing and commissioning of approved make electrically operated solenoid valve with level controllers to be fixed in the OHT. The cost of valve shall also include necessary level switches, wiring upto control panel at terrace level, control panel, etc., all complete.

40mm dia

50mm dia

65mm dia

Supply and installation on terrace/ staging, circular drinking water tank, of polyethylene with PUF insulation for temperature control, material conforming to BIS codes including supply and installation of all fittings, cover with suitable locking arrangement, making necessary holes for inlet, outlet and overflow connection and vent pipe etc. and the base supports for tank including supply of all necessary material all complete as per specifications and directions of Engineer-in-charge. For following capacities.

Capacity 1000 Litre

Capacity 500 Litre

Supply and installation of an Air release valve in the piping network, as per the Datasheet B957-999-81-45-DS-8017 attached to the tender, as per the standards, Specifications, and directions of the Engineer in Charge.

Supply and installation of galvanized mild steel fire bucket as per IS: 2546-1974 and as per Datasheet B957-999-81-45-DS-8024 attached to the tender and as per the standards, specifications, and directions of the Engineer in Charge. Material of construction & painting, shape & essential dimensions, manufacturing (including body, bottom, ears, top handle, bottom handle & general), finish & performance requirement Inspection & manufacturer's certification, ISI marking & packing to be as per this BIS code.

ARCHITECTURE

FLOOR FINISHING

Providing and laying average 25mm cement concrete flooring in panels consisting of base course of 1:2:4 grade cement concrete (6mm down size stone aggregate) laid over sub-base of cement concrete and finishing with a layer of floating coat of neat cement slurry @ 2.75kg. of cement per Sq. M. of area including cleaning the sub-base surface, applying neat cement slurry @ 2.75 kg of cement per Sq. M. of area over the sub- base to receive the base course, compacting, tamping, trowelling, finishing, curing, providing, shuttering to the edges etc. all complete. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST .

25mm thk. cement concrete flooring. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST .

50mm thick heavy duty flooring

Providing and laying average 50mm thick heavy duty flooring in panels consisting of base course of 35mm thick cement concrete (1 cement : 1.5 coarse sand : 3.5 stone aggregates of 10mm to 6mm size by volume) laid over sub-base and 15mm thick finishing layer consisting of cement and integral hardening compound mixed in ratio of 4 cement :1 hardenar (by weight) :2 stone agrgregates of 6mm and down size laid integral with base course and finished smooth including cleaning the sub-base surface, applying neat cement slurry @2.75 Kg of cement per Sq.M of area over sub-base to receive the base course, levelling, tamping, trowelling, finishing, curing, providing shuttering to the edges etc. all complete. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

Providing and laying 125mm high cement plaster skirting with 1:3 cement mortar (1 cement : 3 coarse sand by volume) finished with a floating coat of neat cement slurry @ 2.75kg. of cement per Sq.M of area including rounding of junctions with floor, preparing the wall surface, making recess in the wall, finishing, curing etc. all complete.

18mm thick. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

12mm thick. CEMENT SUPPLIED BY THE CONTACTOR AT THEIR COST.

Panel dividers in flooring/dado

P.V.C. panel dividers ( 3mm x 20mm size.)

P.V.C. panel dividers ( 3mm x 35mm size.)

P.V.C. panel dividers ( 3mm x 40mm size.)

Providing and laying machine cut chissel dressed kota stone slab of approved shade in floor tread, landing, riser, skirting, dado over and including a bed of cement mortar including preparing the base surface, applying neat cement slurry @ 2.75 Kg of cement per Sq.M of area to receive the mortar, providing neat cement slurry @ 4.4kg. of cement /Sq.M of area over the mortar bed, jointing each slab with neat cement paste/ grouting white cement and pigment ( conforming to IS : 2114, Table-1, matching the shade of slabs), machine cutting of the slab edges square, true & plumb finishing, grinding, polishing, finishing etc. all complete.

25mm thick kota stone slab (with tolerance +_2mm for thickness, +_2mm for length/ breadth) in floor, landing tread over average 15mm thick cement mortar 1:4(1 Cement : 4 coarse sand by volume). CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

18mm thick kota stone slab in riser, dado, skirting over average12mm thick cement mortar1:3(1 cement:3 coarse sand by volume). CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

Extra for providing round nosing by machine cutting of the slab.

Providing and laying tiles in flooring , dado, skirting etc. in approved colour, design and pattern, laid over and including a coating of approved adhesive as per manufacturers specifications, flush pointing of joints of tiles with cement paste/ grouting with white cement and pigment (conforming to IS:2114, Table-1, matching the shade of tiles) finishing, cleaning etc. all complete.

Ceramic, matt finished non-slip type tiles of approved make and shade(s) in approved design/ pattern including cleaning the finished surface with oxalic acid, wax polishing etc. for size 300mm x 300mm x 8mm (+5%) thick tiles for flooring.

Ceramic, matt/ glazed/ semi-glazed finished tiles of approved make & shade(s) in approved design/ pattern including cleaning the finished surface with oxalic acid, wax polishing etc. for size 300mm x 450mm x 8.5mm thick (minimum) tiles

Providing and applying pigmented (approved shade) chemical and abrasion resistant, solvent based self levelling floor coating based on epoxy resin with amine curing agents, in 2 coats @ 125 gms/sq.m. (min.)per coat by brush or spraying over a levelling screed (min. 3mm thick) of a 3 part solvent free combination of epoxy resin, amine hardeners and graded chemically inert aggregate filler, laid over a coat of 2-part epoxy resin primer applied over existing flooring etc. all as per manufacturer's specifications.

Providing and applying pigmented (approved shade) chemical and abrasion resistant, solvent based coating (on dado/wall) of epoxy resin with amine curing agents, in 2 coats @ 125 gms/sq.m. (min.) per coat by brush over plastering/ concrete surfaces including surface preparation, curing etc. all as per manufacturer's specification.

Providing and laying minimum 18mm thick approved premium quality and shade polished granite stone slabs in flooring, counters, treads, risers, skirting, dado etc. over and including a bed of cement mortar including preparing the base surface, applying neat cement slurry @ 2.75 kg. of cement per sq. mtr. of area to receive the mortar bed, jointing each slab with neat cement paste/ grout with white cement maixed with pigment (conforming to IS:2114, Table-1) to match the colour of the granite stone slabs, finishing etc. all complete.

Granite stone slabs in flooring, counters, treads etc.(perfectly levelled) over and including a bed of cement mortar 1:4 (1 cement: 4 coarse sand by volume) CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST

Granite stone slabs in risers, skirting, dado etc. over and including a bed of cement mortar 1:3 (1 cement: 3 coarse sand by volume) CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

Extra for round nosing/ moulded edges (as per approved design) to Granite stone slabs.

Extra over marble/ kota stone flooring/ skirting/ dado items for providing mirror polishing (in place of normal polishing) by grinding machine (suitable for mirror polishing) comprising of multiple grindings up to 6 nos. with carborundum stone (in descending order of hardness of grinding stone), one no. grinding with Italian grinding stone and one no. grinding with foam buffer set and polishing with Teno-oxide granite powder etc. all complete to give a smooth and mirror-like shining surface.

Providing and laying anti slip (rough)Granite stone slabs, of thickness minimum 25mm, in flooring, landing, tread, ramps over minimum 20mm thick cement mortor1:4 (1 cement :4 course sand by volume) over and including a bed of cement mortar including preparing the base surface, applying neat cement slurry @ 2.75 kg. of cement per sq. mtr. of area to receive the mortar bed, jointing each slab with neat cement paste/ grout with white cement mixed with pigment (conforming to IS:2114, Table-1) to match the colour of the granite stone slabs, finishing etc. all complete.

Cement supplied by the Contractor at there cost

Providing 3 nos. of 3mm grooves at spacing of 30mm in Kota/ Marble/ granite stone laid in stairs¿ treads/ landings all complete as per the direction of Engineer-In-Charge. (Single measurement shall be considered for 3 parallel grooves)

WOOD WORK

35mm thick block board flush shutter Providing and fixing Factory made, overall 35mm thick block board flush shutter consisting of solid core block board bonded with phenol phormaldehyde synthetic resin conforming to IS : 848 and faced on both faces with commercial type plywood/teakwood veneering/ lamination bonded with phenol formaldehyde synthetic resin conforming to IS : 848, including providing and fixing second class teakwood perimeter beading fixed by means of approved quality neoprene based adhesive and nailing @ 300 mm max.. painting exposed surface with two coats of approved shade and make synthetic enamel paint over approved quality primer coat, providing and fixing 125mm long M.S. butt hinges [for each shutter (vertical spacing not exceeding 600mm)] including fixing with door frame, finishing etc. all conforming to IS : 2202.

Door shutter faced with approved quality 1mm thick teakwood veneering conforming to IS : 303, BS : 476, Part-7.

Door shutter faced with 1mm thick approved quality lamination of approved shade/brand.

Providing and fixing in position following items including all necessary fixtures, fittings, finishing etc. all complete.

Approved make heavy duty overhead hydraulic door closer with adjustable spanners, metal screws etc. conforming to IS : 3564

Approved make Chromium plated metallic (brass body) mortice lock, 6 levers conforming to IS : 2209 (inclusive of pair of handles of pressure die cast zinc alloy,satin finished).

Approved make pressure die cast zinc alloy, chromium plated door handle. 300 mm long.

Approved quality 3mm thick plastic kick/push plate fixed with brass screws.

Approved quality anodized aluminium aldrop 300mm long, 19.05mm dia in bronze colour.

Approved quality anodized aluminium tower bolts conforming to IS-204 in Bronze colour, 250 x 10mm.

Approved quality zinc alloy pressure die cast, chromium plated spring loaded round door stopper with double heavy duty rubber shoes.

Approved quality 75mm long aluminium toilet door latch with vacant/occupied indicator.

Approved quality chromium plated brass coat and hat hook fixed with chromium plated brass screws.

STEEL/AL./GLAZED/FULLY GLASS/PVC DOORS,WINDOWS & VENTILATORS

S/F M.S. rolling shutters Supplying and fixing M.S. rolling shutters, conforming to IS : 6248 including providing all accessories like shutter (constructed with inter locking lath sections formed out of cold rolled steel strips 0.9mm thick, 80mm wide and 1.25mm thick, 80mm wide respectively for shutter width upto 3.5M and above 3.5M), jointless M.S. channel section for guide (min. 3.15mm thick), M.S. girders, pressed bottom rails, shutter suspension stud shaft with pully and cage, top rolling springs, locking arrangement etc. as per approved manufacturers drawings including painting with two coats approved make & shade and synthetic enamel paint over a coat of approved quality red oxide zinc chromate primer, making good of all damaged surfaces etc. all complete.

Motor operated rolling shutter as per approved Manufacturer's design & drawing for rolling shutters for width upto 3.5 metre with all necessary electricals like motor, switching panels, switches, cables, wires etc. as required for smooth functioning of the shutter

Motor operated rolling shutter as per approved Manufacturer's design & drawing for rolling shutters for width beyond 3.5 metre with all necessary electricals like motor, switching panels, switches, cables, wires etc. as required for smooth functioning of the shutter

Etching Film on Glass Providing & applying translucent cast vinyl self adhesive washable type film with sandblasting effect (of '3M(TM) Scotchcal(TM) Frosted Crystal 7725-324' or approved equivalent) and of approved graphic design (electronic/ computer plotted & cut) having durability of 10-15 years, over glass surface in doors/ windows/ partitions etc. including preparation of base surface, cleaning, finishing etc. all complete.

Pressed steel sheet door shutter Providing and fixing pressed steel sheet door shutter made of 18 SWG galvanized pressed steel sheet bent to form hollow box of 40 mm overall thickness; and consisting of/ including: (i) 3 mm thick MS flat all along perimeter (ii) Packing the shutter with mineral wool (48 kg/cum) without gap (iii) Strengthening with 18 SWG GI vertical stiffeners @200 c/c (iv) 3 mm thick MS pad plates welded inside at required locations for fixing of hardware etc. (v) Fixing to door frame by 100 mm long SS 304 grade heavy duty ball bearing hinge @600 c/c maximum (vi) Hardware and vision panel as required. (vii) Grinding and smoothening of welding, cleaning, finishing (synthetic enamel painting/ polyurethane (PU) coating/ electrostatic powder coating), making true alignments and surfaces etc. all complete. Notes: 1. Reference shall be made to EIL standard nos. 7-75-0070, 7-75-0071 Only the net shutter(s) area shall be measured for payment

Single shutter painted with Electrostatic powder coating with following hardware: (i) Over head hydraulic door closer (heavy duty). (ii) SS 304 grade 16 mm dia 250mm long aldrop on both sides of shutter. (iii) Spring loaded heavy duty door stopper (iv) SS 304 grade 19 mm dia.200 mm long handle on both side of shutter. (v) 10 mm dia SS 304 tower bolt (250mm long for 2100mm height & 600mm long for 2500mm height)

Double shutter painted with Electrostatic powder coating with following hardware: (i) Over head hydraulic door closer (heavy duty). (ii) SS 304 grade 16 mm dia 300mm long aldrop on both sides of shutter. (iii) Spring loaded heavy duty door stopper. (iv) SS 304 grade 19 mm dia.200 mm long handle on both side of shutter. (v) 10 mm dia SS 304 tower bolt ( 250mm long for 2100mm height & 600mm long for 2500mm height) (vi) 2mm thick 25mmx 25mm GI angles (vertical) welded to each shutter at the meeting point of double shutter.

Aluminium work for doors, windows, ventilators and partition Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

For fixed portion of aluminium doors, windows, ventilators and partitions made from Powder coated aluminium (minimum thickness of powder coating 50 micron)

For shutters of doors, windows & ventilators made from Powder coated aluminium (minimum thickness of powder coating 50 micron) including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

Providing and fixing 12 mm thick pre-laminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type lI, with decorative lamination on both sides, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.

Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and stainless steel cover plate of minimum thickness 1.25 mm with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.

Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut Powder coated aluminium sheet, 2.5mm thick (minimum thickness of powder coating 50 micron) and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-charge.

Filling gaps of size upto 5mm depth and 5 mm width in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete

Providing and fixing 255 X 19 mm adjustable friction window stays of approved quality made from Stainless Steel (SS 304 grade) with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-charge complete.

Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.

Providing and fixing Powder coated minimum thickness 50 micron aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer in-charge

Providing and fixing 100 mm long aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete

Providing and fixing aluminium tower bolts of size 100mm x 10mm , ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete

Providing and fixing toughened glass panes of 6.0 mm thickness 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)

P/F pressed steel door and window frames Providing and fixing pressed steel door and window frames of size (assorted size out of) Overall 125mm x 60mm section, of required profile conforming to IS: 4351, made of 16 SWG pressed steel including/ consisting of: i)3 mm thick MS flat spacers welded to frame @ 500mm c/c and at holdfast locations. ii)Filling the hollow frame section with concrete. iii)MS angle (20mmx20mmx3mm) horizontal tie member below floor finish. iv)MS holdfasts (200mmx25mmx6mm) welded to spacers. v)Fixing to masonry (by grouting the holdfasts with M-15 grade concrete in minimum 250mm x 100mm x 100mm sized hole)/ fixing to RCC (by minimum 100mm long, 12 mm dia metallic counter sunk anchor fasteners) vi)MS pad plates (40mm x 150mm x 3mm) & GI mortar guard welded to frame at hinge and other hardware locations. vii)Metering of joints between horizontal and vertical members, grinding and smoothening of welding, cleaning of frame surface, finishing (synthetic enamel painting/ electrostatic powder coating/ polyurethane (PU) coating), making true alignments and surfaces etc. all complete. Notes: 1)Reference shall be made to EIL standard nos. 7-75- 0070, 7-75-0071 2)Cumulative length of all horizontal and vertical frame members shall be measured for payment.

Frames painted with Electrostatic Powder coating.

P/F Gypsum Board/ Calcium silicate board Partitions Providing and fixing partition upto ceiling height consisting of G.I. frame and required board, including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet with zinc coating of 120 gms/sqm(both side inclusive), consisting of floor and ceiling channel 50mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wall with suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre. The boards are to be fixed to the frame work with joints staggered to avoid through cracks, M.S. fixing channel of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corners (25 mm x 25 mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufacture¿s specification and direction of engineer in charge all complete.

75 mm overall thickness partition with 12.5 mm thick double skin fire rated board conforming to IS: 2095: part I

75mm overall thickness partition with 12.5 mm thick double skin tapered edged plain Gypsum board conforming to IS: 2095: part I

PLASTERING & POINTING

Providing plain cement plaster in cement mortar (1 cement:4/6 fine sand by volume) on masonry, PCC/ RCC including preperation of base, finishing, curing etc; also including providing 20 gauge chicken wire mesh stretched tight at all RCC/ PCC and masonry meeting points in 300mm wide strips (150mm on on each surface) fixed with G.I. "U" type nails before plastering.

Providing and applying 6 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part - 1 & II) 1976, applied on hacked / uneven background such as bare brick/ block/ RCC work on walls & ceiling at all floors and locations, finished in smooth line and level etc. complete

Providing and fixing chicken mesh as per ISI specification and in the required width with 50mm long Bombay nails on vertical and horizontal junctions of RCC and brick wall including scaffolding and all lead and lift etc. complete before plastering up to 10 meter height.

Ordinary plain cement plaster Average 15mm thick 1:4 (1 cement : 4 sand). Cement supplied by the Contractor at their cost.

Ordinary plain cement plaster Average 12mm thick 1:4 (1 cement : 4 sand). Cement supplied by the Contractor at their cost.

Ordinary plain cement plaster Average 6 mm thick 1:4 (1 cement : 4 sand). Cement supplied by the Contractor at their cost.

Plain cement plaster with waterproofing compound conforming to IS-2645 (CICO/ approved equivalent) mixed to cement mortar @ 3% by weight, Average 18mm thick 1:6 (1 cement : 6 sand) Cement supplied by the Contractor at their cost.

Providing 20mm x 10mm Grooves in plastering in perfect straight line, plumb and uniform size throughout including finishing etc. all complete.

Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part - 1 & II) 1976, applied on hacked / uneven background such as bare brick/ block/ RCC work on walls & ceiling at all floors and locations, finished in smooth line and level etc. complete.

Providing and applying Ready Mix Cement Plaster, a prepacked material, rendered with polymer additives, well graded sand and fillers having compressive strength of the material shall be minimum 7.5 Mpa in 28 days as per IS: 2250, including preparation of base, providing chicken wire mesh, finishing, curing etc; as per specifications, all complete.

Average 18mm thickness on External surface

ROOFING TREATMENT

PCC 1:2:4 over concrete surfaces Providing and laying cement concrete (1 cement : 2 coarse sand : 4 aggregate) over concrete surfaces, laid to slope at all heights including, finishing, curing, tamping etc. all

Cement supplied by the Contractor at their cost.

Polyuretane waterproofing cum insulation system Providing and laying waterproofing cum insulation system over roof consisting of: a) one coat of polyurethane primer @6-8 sq m area/ Litre over prepared roof surface, b) minimum 1.5mm DFT polyurethane water proofing coating applied by spray or brush (in minimum two layers, with scrim cloth reinforcement in between the layers) c) 40 mm thick polyurethane foam insulation applied in layers with spraying machine over the primer coat, d) minimum .8 mm DFT polyurethane water proofing coating applied by spray or brush (in minimum two layers, with scrim cloth reinforcement in between the layers) e) 150 GSM Geo textile membrane overcured Polyurethane water proofing coating f) finishing protective layer of minimum 50 mm thick PCC (1:2:4, inpanels of maximum size 2500mm x 2500mm, chequered finish, reinforced with 24 G wire netting, laid in slope), (PCC thickness more than 50 mm shall be paid extra) all including cleaning and surface preparation of the roof surface, providing 75mm radius fillets with P.C.C. (1:2:4) at junctions of horizontal and vertical surfaces finished smooth; 450mmx 450mm khuras (rain water collecting pits) at all outlets, testing for water leakage, scrim cloth reinforcements at junction of horizontal and vertical surfaces and also near openings for rainwater pipes/ outlets, continuing the waterproofing up the parapets/ walls for a minimum of 150mm over the finished roof surface, continuing into rainwater pipes by at least 100 mm etc, supply of all materials, finishing, curing etc. all complete as per job specification, drawings and directions of Engineer-In-Charge.

Cement supplied by the contractor at their cost

Polyurethane waterproofing system without insulation Providing and laying roofing treatment over parapets and vertical surfaces of roof, gutter etc. consisting of one coat of polyurethane primer @ 6-8 sqm area/ Litre over prepared surface, minimum 1.5mm DFT polyurethane water proofing coating applied by spray or brush (in minimum two layers, with scrim cloth reinforcement in between the layers) over primer, finishing of 12mm thick cement plaster over Polyurethane water proofing coating including cleaning and surface preparation of the mother base surface, supply of all materials, finishing, curing etc. all complete as per job specification, drawings and directions of Engineer-In-Charge.

Cement supplied by the contractor at their cost

WHITEWASHING, PAINTING & POLISHING

Providing and applying two or more coats (to give a smooth and even shade) of premium plastic emulsion paint conforming to IS:5411 of approved make and shade including cleaning and preparation of surface consisting of application of Plaster of Paris punning over entire surface, filling all holes and depressions with plaster of Paris, applying a coat of cement primer, two or more coats of oil based putty (as per manufacturer's recommendations to give a paste like putty), sandpapering etc. all complete.

Providing and applying two coats of synthetic enamel paint of approved make and shade to give an even shade including cleaning and preparation of surfaces, providing 2 coats of primer, stopping and filling etc. complete.

Providing and applying min 2 mm thick white cement and polymer based wall putty (JK Wall care/ Birla Putty/ SARA or approved equivalent) over plastered surfaces (masonry wall/ RCC) and smoothening the surface with sand paper etc., preparation of surface etc. all complete as per the approved manufacturer's recommendations and directions of Engineer-in-charge.

Providing and applying/ finishing the walls/ RCC surfaces with Premium Acrylic smooth exterior paint with silicon additives with low VOC (Volatile Organic Compound) content (Snowcryl-XT of 'Snowcem India Ltd. or approved equivalent) of required shades on new work applied in two or more coats at the rate of 1.43 ltr/ 10 sq.m over and including base coat of waterproof cement paint (of Snowcem Plus or approved equivalent) including cleaning, preparation of surfaces, curing etc. all complete.

ROOFING

Providing and fixing rain water pipes with M.S. holder clamps including fixing/embedding into masonry/concrete, providing connections like shoes, vents, specials, bends etc. fixing in perfect plumb etc. all complete.

110mm dia O.D. Size. exposed PVC rain water pipe jointed with bonding solution of approved quality and make with pressure rating of 4kg/cm2 including clamps, connections etc. all as per approved manufacturer's details.

160mm dia O.D. Size. embedded PVC rain water pipe jointed with bonding solution of approved quality and make with pressure rating of 4kg/cm2 including clamps, connections etc. all as per approved manufacturer's details

Providing and laying in position approved quality profiled, precoated, steel sheets (for roofing, cladding etc.) made from cold rolled high tensile Zincalume/ Galvalume Steel of 550 MPA yield stress conforming to IS:513, IS:15961 and ASTM AS: 1397; the substrate shall be hot dip metallic coating of aluminium- zinc alloy (150 grams per sq. mtr. Total on both sides, coating class AZ150); the bottom unexposed surface shall be provided with alkyd backer of minimum 5 microns over a 5 micron coat of primer; top exposed surface shall have SDP (Super Durable Polyester) paint system MINIMUM 20 microns in approved shade applied over 5 microns primer; overall coated thickness of sheets not less than 0.52 mm having base metal thickness of minimum 0.45mm (negative tolerance not acceptable), profile depth not less than 28mm and pitch of 195 to 255mm; including cutting, mitering, laps, providing cutouts for fixing accessories, necessary fastners (approved quality anti corrosive polyester polymer coated, rivets, nuts, bolts, self drilling screws/ fasteners with integral washers and EPDM seals, and nylon colour caps and natural cure type joint sealants etc.) All complete as per approved manufacturer's specifications. Note: The steel sheet shall have brand marking of coated steel manufacturer (product details, date, mfg name, etc) on back side at regular interval confirming genuinity of the material.

Providing and laying in position roofing and cladding accessories like ridge piece, corner piece, north light curve piece, apron piece, gutter, flashing etc. fabricated out of 0.5mm precoated Zincalume/ Galvalume Steel steel sheets of same material/ quality etc. as that of sheeting; bent and profiled to match with the roofing and cladding, including all cutting, fabrication, rivetting, fastners etc. all complete.

Polycarbonate sheets roofing/ cladding Providing and fixing in position (for roofing and cladding) machine made 2mm thick corrugated polycarbonate sheets (conforming to IS :14434, 14443) of approved manufacturer (in approved shade) extruded from polycarbonate resin, having profiles as approved/ matching exactly with the surrounding pre-coated roofing/ cladding sheets and having following properties: (a) Specific gravity 1.2 g/ cm3 (b) Hardness 119 M Scale (c) Tensile Strength 64 Mpa (d) Compressive strength 66Mpa (e) Impact Strength 900 J/m The item includes fixing to steel structure members (truss/ purlins)/ brick masonry walls by means of polymer coated 'J' or 'L' hooks, bolts, nuts 8mm dia G.I. bitumen washers etc. all complete as per approved manufacturer's recommendations and specifications.

Providing and fixing industrial grade wind driven turbine ventilator/ air-extractor having rotating turbine vents made of anodized aluminium (grade H24), with teflon bearings, teflon bush, teflon cap, translucent FRP base, stainless steel shaft having zero friction rotation etc. all complete as per manufacturer¿s specifications, including fixing on pitched metallic roof sheeting with required overlapping, providing supporting framework, anticorrosive polyester coated nuts, bolts, screws, sealing of all joints so that there shall not be any accumulation or leakage of water, making them waterproof etc. all complete.

approx. size 700 mm outer dia. with minimum 2500 CFM capacity

SANITARY FITTINGS & FIXTURES

Providing and fixing white glazed Earthenware Orissa pan type water closet with integral footrest of 550mmx440mm size conforming to IS : 2556, Part - III including glazed earthenware flushing cistern supported on MS brackets conforming to IS:774 of 10 litre capacity with CP brass handles,32mm dia telescopic flush pipe with fittings & clamps,15 mm dia overflow pipe with mosquitoproof net,15mm dia PVC connection pipe 450mm long,painting of all exposed metalic surfaces with 2 coats of approved shade and quality synthetic enamel paint (ICI or approved equivalent) over a priming coat of approved qualityred oxide zinc chromate, cutting walls, floors and making good of same,finishing, soldered joints, making inlet/ outlet connections,providing min. 150mm thick sand cushion, finishing etc. all complete.

Providing and fixing white glazed Earthen ware double trap, syphonic pattern wash down water closet conforming to IS : 2556 Part II including white plastic solid seat and cover conforming to IS : 2548, CP brass hinges and rubber buffers,10 litres capacity glazed Earthenware low level cistern conforming to IS:774 with internal overflow system & fittings,CP brass 40mm dia flush pipe,15 mm dia ,450mm long PVC connection pipe,ball valve, painting of all exposed matalic surfaces with 2 coats of approved shade and quality synthetic enamel paint (ICI or approved equivalent) over a priming coat of approved quality red oxide zinc chromate, cutting walls, floors and making good of same, making inlet and outlet connections, finishing etc. all complete.

Kitchen Sink

Providing and fixing white glazed vitrous china Lab sink/kitchen sink of 610mm x 450mm x 250mm size conforming to IS : 2556, Part-V including approved M.S./C.I. brackets conforming to IS : 775, one 15mm dia CP brass bibcock, 15mm dia PVC conection, C.P. brass chain with 40mm dia GI pipe connected to floor trap with unions, painting all exposed metallic surfaces with 2 coats of approved shade and quality synthetic enamel paint (ICI or approved equivalent) over a priming coat of approved quality red oxide zinc chromate,cutting floor,Walls and making goodgood the same, making all connections, finishing etc. all complete.

Glass Shelf

Providing and fixing 600mm x 120mm x 4mm thick Glass shelf of approved quality with CP brass bracket and guard rails including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same, finishing etc.all complete.

Towel Rail

Providing and fixing approved quality chromium plated brass towel rail of 20mm dia, 600mm length and 1.25mm thickness including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same, finishing etc. all complete.

Soap Container

Providing and fixing approved quality chromium plated liquid soap container including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same,finishing etc. all complete.

Providing and fixing Heavy grade Bib cocks/ stop cocks of spring loaded self closing type conforming to IS : 781 including making connections, cutting walls and making good the same etc. all complete.

15mm dia CP Brass stop cock.

15mm dia CP Brass bib cock.

Providing and fixing CP brass shower rose conforming to IS-2064:

150mm dia shower rose.

Toilet Paper Holder

Providing and fixing CP Brass Toilet paper holder of approved make with CP brass brackets including fixing to wall with wooden cleats, CP brass screws,cutting walls and making good the same, finishing etc. all complete.

Stainless steel Kitchen/ Laboratory sink

Providing and fixing stainless steel Kitchen/ Laboratory sink of approx. Size 610mm x 450mm x 200mm made of min. 1mm thick stainless steel sheet of `Salem Steel' or equivalent supported on and including M.S. brackets conforming to IS: 775; one 15mm dia C.P brass long body bib cock (if fixed to wall) or swivel type pillar cock (if fixed to counter), 15mm dia PVC/ G.I. connections to floor trap with unions etc.; painting all exposed metallic surfaces with min. 2 coats of synthetic enamel paint of approved make and shade over acoat of red oxide zinc chromate primer; cutting floor, walls, counter etc. and making good the same, making all connections, finishing etc. all complete.

round edged mirror of 6mm thick

Providing and fixing round edged mirror of 6mm thick float glass with 6mm thick waterproof marine ply backing and rounded/ beveled edging, fixed on wall with wooden cleats and CP brass screws including cutting walls/ tiles, making good the same, finishing etc. all complete.

CP Brass hand shower

Providing and fixing CP Brass hand shower (health Faucet, of Jaquar or approved equivalent ) with 8 mm Dia, 1 metre long PVC Tube and Wall hook in approved colour and finish with all necessary fittings etc. all complete.

chromium plated brass towel ring

Providing and fixing approved quality chromium plated brass towel ring of 150mm dia including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same, finishing etc. all complete.

chromium plated brass Soap dish

Providing and fixing approved quality chromium plated brass Soap dish of 100mm width and 130mm length including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same, finishing etc. all complete.

white glazed Earthen ware double trap, syphonic pattern wall mounted (European type) wc

"Providing and fixing white glazed Earthen ware double trap, syphonic pattern wall mounted (European type) water closet conforming to IS: 2556 Part 16 including white plastic solid seat and cover conforming to IS : 2548, CP brass hinges and rubber buffers, CP brass 40mm dia flush pipe,15 mm dia, ball valve, painting of all exposed metalic surfaces with 2 coats of approved shade and quality synthetic enamel paint (ICI or approved equivalent) over a priming coat of approved quality red oxide zinc chromate, cutting walls, floors and making good of same, making inlet and outlet connections, finishing etc. all complete.

white glazed ceramic, flat back half stall type Urinals sensor based

"Providing and fixing white glazed ceramic, flat back half stall type Urinals of 610mm x 400mm x 380mm size conforming to IS:2556 Part-VI, having electronic, battery operated sensor based flushing system of approved make and model including 32mm dia GI waste pipe with brass union, CP brass bottle trap, CP brass spreader, tee, distribution pipe etc., painting of all exposed metallic surface with 2 coats of approved shade and quality synthetic enamel paint (ICI or approved equivalent) over a priming coat of approved quality red oxide zinc chromate, making inlet and outlet connections, fixing with C.P. brass screws, finishing etc. all complete.

C.P. brass 2 way bib cock quarter turn type for health faucet

Providing, fixing, testing and commissioning C.P. brass 2 way bib cock quarter turn type for health faucet of approved make or equivalent 15 mm nominal bore, all complete as per standard design, specifications and direction of Engineer-in-charge.

C.P. brass wall mount Lavatory faucet mixer for wash basin

Providing, fixing, testing and commissioning C.P. brass wall mount Lavatory faucet mixer for wash basin of following make or approved equivalent 15 mm nominal bore, all complete as per standard design, specifications and direction of Engineer-in-charge.

Providing and Fixing Concealed Flushing Cistern Size 550X95X500mm with dual flush Actuator, flush-stop function, noise less float valve and fast filling action with all component parts of high quality complete including frame for concealed cistern etc. all complete as per the instructions of the engineer-incharge.

Providing and Fixing of Flushing plate with dual knobs chrome Finish in desired shape and size for Concealed Flushing Cistern including all tools, tackles etc., all complete as per the instructions of engineer-in-charge.

FALSE CEILING, FALSE FLOORING, UNDERDECK INSULATION, PARTITIONING

Providing and fixing Mineral Fibre Tile false ceiling consisting of A. 600mm x 600mm x 15mm thick Mineral Fibre Acoustical tiles with durable tegular edging having noise reduction coefficient (NRC) value of min. 0.50, light reflectance value of min. 80%,thermal conductivity (K) value of 0.052-0.057 w/m deg.C and fire performance conforming to class-I as per BS-476,back of the tiles being provided with one coat of protective coating. B. Suspension system consisting of hot dipped galvanised steel main runners @ max. 1200mm c/c ( 0.33mm thk.,"T"shaped, 24mm x 38mm size with single rotary stiching), cross runners ( 0.25mm thk.,"T" shaped with double rotary stiching, 24mm x 30mm size, 1200mm long and 24mm x 25mm size, 600mm long ), perimeter sections ( 0.45mm thick,22mm x 22mm size) including suspending the system by means of 4mm dia MS wire,6mm thk. MS cleat of 25mm x 25mm size, dash fasteners and level adjustors, providing 30 micron powder coating to exposed metallic members, providing slit openings for fixing supply/return air grill, lighting fixtures, AC ducts etc. all complete.

With fine fissured tiles (Acoustical punchers (10mm deep) = 24000sm, No. Of fissures (3 to 4mm deep) = 28800sm)

Providing and fixing partition/ panelling boards over MS framework as per desired pattern including providing cut-outs for fixing wall fixtures, conduits etc. all complete.

12.5mm thick Gypsum board panels in partition (conforming to IS : 2095, having thermal conductivity of 0.16w/mk, thermal resistance of 0.085sq.m k/w, categorised as Class-1, when tested to BS 476 Part-7) painted and screw fixed to the GI framework with 12.5mm dia dry wall screws @ 230mm c/c, including finishing the joints in the board flush with fillers, to give a smooth, seamless joints, cleaning of surfaces, fixing etc. the panels being fixed on both sides of frame work including providing and fixing Gypsum boards along the exposed edges of frame work and painting the boards with aproved shade plastic emulsion paint conforming to IS:5411.

12.5mm thick Gypsum board panels in panelling (conforming to IS : 2095, having thermal conductivity of 0.16w/mk, thermal resistance of 0.085sq.m k/w, categorised as Class-1, when tested to BS 476 Part-7) painted and screw fixed to the GI framework with 12.5mm dia dry wall screws @ 230mm c/c, including finishing the joints in the board flush with fillers, to give a smooth, seamless joints, cleaning of surfaces, fixing etc. the panels being fixed on one side of framework only and painted with approved shade plastic emulsion paint conforming to IS:5411.

Tray type Aluminium plank false ceiling

Providing and fixing Tray type Aluminium plank false ceiling consisting of 254/305mm x 1264mm or 600mm x 600mm size Aluminium planks (profiled for positive engagement into clip-in profiles and demounting of individual planks) manufactured out of 0.7mm thk. Aluminium alloy 3105/3005/5052 (as per ASTM 209M) with stove enamelled (coil coated) finish in approved colour and suspension system consisting of 0.5mm thk. 40mm x 20mm galvanised steel clip-in main runner profiles (@ 1264mm or 600mm as per plank size) supported by and including 0.5mm thk. 25mm x 16mm GI suspension angle,1mm thk. 25mm x 34mm x 76mm CRCA zinc plated steel ceiling brackets (@ max. 1264mm c/c or 600mm as per profile) fixed to roof slab/beam,0.5mm thk. 40mm wide, 105mm high G.I. hold on clamps slotted for level adjustment, perimeter angles including providing slit openings for fixing supply/return air grill, lighting fixtures, AC ducts etc. all complete. .

Providing and installing/ fixing in position 600mm-1000mm high truly levelled and aligned cavity/ false flooring system having load bearing capacity of uniformly distributed load of minimum 2025 kg/ sq.m. and point load of 675 Kg., the system consisting of: (i) Sub-structure/ pedestal assembly (designed for speedy assembly/ removal for relocation/ maintenance) of zinc electro plated steel comprising of: a. 90mm x 90mm x 4mm embossed pedestal head attachment mechanically riveted to a 90mm long, minimum 19mm dia threaded bright M.S. rod stud with check nuts for level adjustment (for upto 25mm) and arresting vertical movement, anti-vibrational PVC cap (for panel and stringer location), b. CRCA (Electrical resistant welded) Pedestal of 32mm dia (OD), 2mm thick pipe mechanically reduced to four ribs at top to accommodate head assembly, mechanically locked to maintain true plumb welded to pedestal base plate. c. Pedestal Base plate 150mm x 150mm x 4mm thick (with stiffening folds) fixed/ anchored to main concrete floor @ 600mm c/c both ways (for installing flooring tiles) by means of adhesive or fastener as recommended by Manufacturer. (ii) Stringers of minimum sectional size 20mm x 32mm x 1.2mm made of hot dip galvanized steel cold rolled construction with ribs embossed on 3 sides (designed for strength, lateral stability, rolling loads and to support panels on all four sides for alignment), having counter sunk holes at both ends for fixing to pedestal head assembly with M6 machine screws. (iii) Removable and re-usable Floor panels of size 600mm x 600mm made of all steel welded construction (cleaned, degreased and phosphated with 11 tank process, finished with 40-60 micron epoxy coating (and, heated to achieve adhesion to the panel surface and corrosion resistance) with bottom surface consisting of multiple hemispherical and reverse cones and top plain sheet (fuse welded at 129 locations) to form an enclosed panel of an overall depth 37mm; the inner empty core of the panel injected with light weight fire retardant, non-combustible cementitious compound (at high pressure to fill all crevices of the panel), each panel finished on top with 2mm thick fire retardant floor grade high pressure laminate/ 2mm thick anti-static PVC tiles in approved design/ shade/ texture; fixed to flooring panel by means of approved adhesive; the edges of the finished panels provided with conductive PVC edge trim 5mm wide on all sides (mechanically locked and sealed in place). The item includes: i) Providing and fixing all accessories like screws, bolts, adhesive etc. as per manufacturer's specifications. ii) Making necessary adjustment in grid dimensions, stringer lengths, floor panel dimensions etc. at ends or centre (to cater to specific room sizes) or at panels locations, as required. iii) Cutting of floor panels as required at ends. iv) Treating the underneath cement concrete floor with one component polyurethane floor coating etc. all complete. v) Providing additional steel structural supports/ pedestal assembly at edges, cut outs etc. as required. vi) Providing all necessary accessories such as outlet boxes, grommets, Panel lifters (at least one for each building) as required etc. all complete.

False flooring panels with 2mm thick fire retardant floor grade high pressure laminate conforming to BS : 476 part - 7 on a semi-automated lamination line in approved design/ shade/ texture.

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recomme-nded jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer¿s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:

12.5 mm thick tapered edge gypsum moisture resistant board

MISCELLANEOUS ITEMS

Sealing 25mm thick, 50mm wide expansion joints with premium grade two part poly-sulphide sealant (based on LP liquid sulphide) over and including primer (specially developed for use with polysulphide sealant material and as approved) and back-up materials of polyethylene strip or other bondbreaker (all as per manufacturer's specification), sealant being mixed (the base and the curing agent thoroughly mixed with slow speed electric mixer) and applied by sealant gun and `sealant application kit' including drying of surfaces before application by wire brushing, finishing etc. all complete.

Providing and laying plinth protection with Bldg. drain as per EIL STD. No. 7-75-0065 consisting of

Plinth protection of PCC (1:3:6) laid over rammed earth to slope and trowel finished. Cement supplied by the Contractor at their cost.

Building drain consisting of brick work, PCC (1:3:6) laid over rammed earth and finished with 15mm thick plain cement plaster topped with neat cement finish @ 2.75kg. of cement per Sq.M of area including finishing curing etc. all complete. Cement supplied by the Contractor at their cost.

Extra for providing 600mm long MS grating drain cover as per EIL STD No. 7-75-0065 made of 40mm x 6mm M.S. flat framework with 40mm x 6mm MS flats welded @ 35mm c/c including providing & fixing 50mm x 50mm x 6mm M.S. angle frame fixed to concrete portion of the drain.

50mm dia GI pipe spouts

Providing and fixing in position 50mm dia GI pipe spouts to slope for drainage of canopy, chajja etc., including puncturing the masonry /RCC and grouting with M-15 grade concrete, finishing etc. all complete.

Providing and laying cinder concrete filling in sunk slabs of Toilets etc. consisting of -

Average 18mm plain cement plaster (1 cement : 6 sand by volume) with waterproofing compound conforming to IS : 2645 mixed @ 3% by weight over RCC slab including preparing the base surface, finishing with one floating coat of neat cement slurry @ 2.75 Kg. of cement per Sq.M of area, including curing, finishing etc. all complete. Cement supplied by the Contractor at their cost.

Cinder concrete (1 cement : 10 cinder of 12mm size and down grade) over cement plaster including consolidating, finishing, curing, maintaining slope etc. all complete.Cement supplied by the Contractor at their cost.

2000mm high transformer gates

Providing and fixing 2000mm high transformer gates consisting of 50mm x 50mm x 6mm M.S. angle frame braced with 50mm x 50mm x 6mm thick M.S. Tee stiffeners, 50mm x 50mm x 8mm gauge welded mesh fixed to the frame by 25mm x 3mm M.S. flat beading including fixing the gate to masonry/RCC by M.S. hinge arrangement (65mm x 65mmx 6mm M.S. angles, bolt, washers) and M.S. hold fast grouted with M-15 grade concrete, providing and fixing M.S. pivot arrangement, MS aldrop, M.S. tower bolts, double coat of approved shade and make sythetic enamel paint over a coat of approved quality red oxide zinc chromate primer, finishing etc. all complete as per EIL-STD No. 7-75-0051, 0052 ensuring smooth operation of the gate.

Transformer gates/ fencing

Providing and fixing Transformer gates/ fencing made of 50mm x 50mm x x 4.5mm M.S. tubular frame, 40mm x 40mm x 3.2mm M.S. tubular stiffeners, 50mm x 50mm x 8 gauge welded mesh fixed to the frame by 20mm x 3mm M.S. flat beading on either side, including fixing the gate and frame to the masonry/ R.C.C. by M.S. hinge arrangement (consisting of fabricated hollow M S Cylinder made of 5 Thk MS plate with 20 internal dia fixed to the shutter & RCC/masonry by means of 2 nos 6 Thk MS Flats welded on it.) with M.S. holdfast grouted with M-15 concrete block with gate having M.S. pivot arrangement (ensuring smooth operation of the gate), one heavy duty 450mm long M.S. aldrop, heavy duty M.S. tower bolts etc. including finishing of the entire gate/ fencing with fittings/ fixtures/ accessories with two or more coats of synthetic enamel paint of approved make and shade over a coat of approved red oxide zinc chromate primer, all complete as per EIL-STD No 7-75-0051 rev-04 & 7-75-0052 rev-03.(All above materials to be procured by contractor)

1000 mm high satin finish stainless steel (SS 304 grade) tubular railing

Supplying, assembling and installing 1000 mm high satin finish stainless steel (SS 304 grade) tubular railing of approved design in staircases, ramps, around floor cut outs etc. consisting of: 1. 50mm dia SS pipe top handrail 2. 32 mm dia SS pipe balusters (at every third step for staircase, @ maximum 1200mm c/c for ramp, floor cutouts) 3. 3 nos minimum 18mm dia SS pipe intermediate handrails. Including: 1. Fixing balusters to floor with 4 nos bolts änd 8mm thick, 100mm dia SS base plate & SS cap/collar. 2. Fixing top handrail to the balusters with 12mm dia SS bar connector & 6mm thick SS saddle plate. 3. Fixing intermediate handrails to the balusters with 12mm dia SS bar connector. 4. All end caps, decorative caps over balustrades,necessary bending, welding, polishing of all welded joints (Length of top handrail shall be measured for payment).

Area of front panels and door measured from floor to top rail

Area of divider/ intermediate panel measured as/actual

Steel Entrance Gates

Providing and fixing in position Steel Entrance Gates consisting of 40mm x 80mm x 3.2mm M.S. tubular frame, 80mm x 40mm x 3.2mm rectangular M.S. hollow sections & 32x32x2.6 mm MS rectangular hollow sections, both horizontal & vertical members welded to the framework and intermediate curved rectangular hollow section as per standard design, locking arrangement, 25mm thick, 75mm dia M.S. wheel with ball bearing including fixing the gate to RCC/ masonry by M.S. hinge arrangement (fabricated/ machined as per detail) and M.S. hold fast (25 x 6 x 200mm long) grouted with M-20 grade concrete, providing and fixing M.S. pivot, 50mm x 50mm x 6mm M.S. Tee bent to shape and embedded in road surface for gate opening track, gate stopper, painting the gate with approved shade and quality synthetic enamel paint (two coats) and a coat of approved quality primer, ensuring smooth operation of the gate etc. all complete as per EIL- STD-No. 7-75-0054.

CLADDING,FACADES ETC.

Providing, supplying and installing at site Glass Reinforced Concrete (GRC) Claddings, made up of mainly White Cement (conforming to ASTM C 150), High Silica sand (conforming to ASTM c144), AR Glassfibre, Admixtuers (conforming to ASTM c260,ASTM c618), by using Spray Process and as recommended by PCI (Precast Institute) USA, Manual 128 (edn4) or as per GRCA International specifications with design as per details provided in drawings and site requirements/ measurements and as per approved finish and color shade, with sealers and hardwares required, all in accordance with the manufacturer's specifications and conforming to Indian/ ASTM standards, along with submission of shop drawings for approval, complete in all respects.

Providing, supplying and installing at site Glass Reinforced Concrete (GRC) Jallis (Grills), made up of mainly White Cement (conforming to ASTM C 150), High Silica sand (conforming to ASTM c144), AR Glasfibre, Admixtuers (conforming to ASTM c260,ASTM c618), by using Vibration Cast Premix Process and as recommended by PCI (Precast Institute) USA, Manual 128 (edn4) or as per GRCA International specifications with design as per details provided in drawings and site requirements/ measurements and as per approved finish and color shade, with sealers and hardwares required, all in accordance with the manufacturer's specifications and conforming to Indian/ ASTM standards, along with submission of shop drawings for approval, complete in all respects.

Dismantling Works

"Dismantling/removing existing Windows/ ventilators including frame, glazed shutter, grill neatly from the opening, for all applicable heights including supply of tools and tackles, necessary scaffolding, cleaning and stacking of serviceable material, disposal of unserviceable material to designated place within the plant boundary as per the instructions of the engineer-in-charge, etc., all complete. (Note area of windows, ventilators shall be measured for payment purpose.)

Fire rated Doors/ Windows and Partitions

P/F Fire rated Single glazed door with panic bar Providing and fixing 2 hours fire rated, fully glazed, single shutter doors consisting of steel door frame, shutter including stiles, rails, insulation, transparent glass, sealant and hardware such as hinges, panic bar, locks/ trims for panic bar, door closer, door stopper, concealed flush bolt including fixing with masonry, partition etc. all complete as per Specification and approved Manufacturer's details.

P/F Fire rated Double glazed door with panic bar Providing and fixing 2 hours fire rated, fully glazed, double shutter doors consisting of steel door frame, shutter including stiles, rails, insulation, transparent glass, sealant and hardware such as hinges, panic bar, locks/ trims for panic bar, door closer, door stopper, concealed flush bolt including fixing with masonry, partition etc. all complete as per Specification and approved Manufacturer's details.

Fire rated Single Steel door without panic bar Providing and fixing 2 hours fire rated, single shutter steel doors consisting of steel door frame, shutter, vision panel, insulation and hardware such as hinges, door closer, motice lock, handle, door stopper including fixing with masonry, partition etc. all complete as per specification and approved Manufacturer's details.

Fire rated Double Steel door without panic bar Providing and fixing 2 hours fire rated, double shutter steel doors consisting of steel door frame, shutter, vision panel, insulation and hardware such as hinges, door closer, motice lock, handle, door stopper including fixing with masonry, partition etc. all complete as per specification and approved Manufacturer's details.

Fire rated Single Steel door with panic bar Providing and fixing 2 hours fire rated, single shutter steel doors consisting of steel door frame, shutter, vision panel, insulation and hardware such as hinges, panic bar, locks/ trims for panic bar, door closer, door stopper, concealed flush bolt etc. including fixing with masonry, partition etc. all complete as per specification and approved Manufacturer's details.

Fire rated Double Steel door with panic bar Providing and fixing 2 hours fire rated, double shutter steel doors consisting of steel door frame, shutter, vision panel, insulation and hardware such as hinges, panic bar, locks/ trims for panic bar, door closer, door stopper, concealed flush bolt including fixing with masonry, partition etc. all complete as per specification and approved Manufacturer's details.

Fire rated glazed partition Providing and fixing 2 hours fire rated, glazed partition of desired design consisting of steel frame, insulation and transparent glass and glazing beading, matrix mineral boards, intumescent putty, fire resistant acrylic sealant etc. all complete including preparing fabrication/ installation drawings including fixing with masonry, partition etc. all complete as per specification and approved Manufacturer's details.

MISCELLANEOUS

Providing and fixing in position approved quality gravity type weather tight ridge ventilator with (600mm throat width) made of steel sheet (sheet thickness, specification and coating similar to external steel sheet of roof sheeting) including necessary framing, flashing, bird screen, trims, sealants, EPDM/ beadings etc. all complete in accordance with approved manufacturer's standard practice.

Presmatic Washbasin - Providing and fixing in position round/ oval shaped counter type Hand Wash Basin of approved quality, design & colour to fit in exactly and neatly in the cutout in the marble/ granite stone finished R.C.C counter including providing and fixing Pillar Cock Auto Closing System with base flange or approved equivalent) in approved colour and finish all necessary fittings, C.P. waste fitting of standard pattern type with pipe, C.P. brass bottle trap, cutting walls, counter etc. and making good the same, also including providing cut out in marble/ granite slab counter top (and R.C.C underneath) of exact size and shape for wash basin to fit in neatly and perfectly; making all connections, finishing etc. all complete.

Air Curtains - Providing and installing Air-Curtain over Doors having the following specifications - Power supply of 230 V AC, 50Hz,shall be of durable aluminum or SS construction, with Sound level shall be <= 68 dB when measured at Source having air discharge velocity of minimum 10 m/sec, Sturdy two speed control motor, and speed control by external switch, Non-Recirculating Type Air Curtain haivng Air Flow rate more than 1200m3/hr etc. all complete as per specifications.

Providing and fixing Stainless steel plate 304grade of 1.50mm thick, including writing with Embossing of letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of engineer-in-charge.

Supplying and fixing of Pictogram of brush finish over steel plate depicting man / women in square shape of size 150 x 150 x 2mm thick (of approved make) etc. all complete as per direction of Engineer In-charge.

Supply and installation of 88mm x 426mm x 2mm thick signage with L bracket indicating "WASH ROOMS" in letters and suspended from ceiling with necessary hardware etc. all complete as per the direction of Engineer In-charge.

Providing and fixing Double shutter Blast Resistant Steel door suitable to resist positive pressure of 7 psi as per EN 13124-2:2004 consisting steel door frame, shutter, vision panel, insulation and Specially designed heavy duty/UL approved door hardware i.e. Hinges, Triple latching Door Lock, Panic bar, Handle, Shoot bolts, Gasket, Fasteners etc. including fixing with RCC, fabricated from structural steel with a door plate of solid homogenous steel plate. all complete including preparing fabrication/ installation drawings. all complete as per specification, test certificate and approved Manufacturer's details.

Providing and fixing at all heights and location minimum 17 mm thick Ribbed (fluted) MDF Panel Cladding of approved make and dimension having slat and groove size as approved, over existing wall / partition using headless nails / dry wall screws at 300 vertical centre to centre at the groove part, including filling with filler material at the nailing point and finishing the same good or using fixing arrangement as recommended by the manufacturer. The ribbed MDF panel shall be made of E1 Grade MDF board having front face in min 0.15 mm thick flexi laminate / 0.25 mm thick reconstituted veneer finish of approved colour and shade and rear face in balancing laminate and shall have tongue and grove edges for getting seamlessly installed with the adjacent panels. The item includes all material like ribbed MDF panel slats, backend fixing arrangement, accessories etc., labour, making cut outs for electrical conduits, networking boxes etc and openings for services and making the same good to the satisfaction of Engineer-In-Charge all complete as per Drawings, specifications and direction of Engineer-In-Charge.

Finished in flexi laminate

Finished in natural / reconstituted veneer

Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. 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. Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, wall dado over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 300x600 mm

Grouting the joints of flooring tiles/wall tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling/ grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 300 x 600 mm

Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

Providing and applying stone finish texture paint for interiors of required finish in two coats applied @21.52kg /`10sqm over with spray followed by clara top coat and including priming coat of exterior primer applied @2.2kg/10sqm with spray/roller system, shade, finish as per approved at all level and heights. the rates are including the cost of material, labour and surface preparation etc. complete as per manufacture’s specifications and direction of Engineer in charge .( weather proof texture , non-shrinkable paint)

Providing and fixing U Baffle Aluminium panel ceiling of approved Wooden Finish MWBN colour consisting of panel size 150mm deepX50 mm width using 0.7m thick, paneling up to 4mtr,Coil Coated on a Continuous Paint Line, Double baked and roll formed from enameled corrosion resistance Aluminium alloy AA3005(Al.Mg) for higher strength and good roll forming characteristics. Panels shall be clipped to a baked enameled Aluminium carrier of 30 mm wide x 47 mm high x 0.5 mm thick, Black Colour coated, one leg of the carriers with cutouts to hold the panels in a module of 200 mm. Panel carrier shall be suspended by means of threaded rod at a distance of 1.8 mtr c/c. The baffle shall be manufactured on high speed, high precision roll forming machine with ARKU SIX Hi configuration roller levelling process to ensure the flatness and to avoid the failure of metal at corners which may occur normally on press brake machine. Paint Finish: Aluminium panels shall be chromatised for maximum bond between metal and paint enameled twice under high temperature, Exposed side with a full primer and finish coat on a Continuous Paint Line. Ceiling Finish above U Baffle Ceiling: Ceiling area above U Baffle to be painted in black colour before fixing this system. The baffle ceiling system should meet the required standards for Green Pro certification and should qualify as green product as per CII green products and services council. The manufacturer should be ISO9001:2015 Quality Management System Certification compliant with in house testing facility and should have their own manufacturing plant in India. Measurements shall be wall to wall without any deductions for lights, diffusers, columns etc.

Roller blind (roller blind decorative fabric should be made up of 20% polyester, 75% to 80% PVC), it should have specific low emissivity treatment and lead free with Greenguard certification. It should have 3% - 5% openness, including antimicrobial additive preferably Microban. The thickness of fabric should be 0.90mm - 0.95mm, weight of fabric should be 650g/sqm - 705g/sqm and UV blockage should be 95% - 97%. Flame retardant with 10 years of warranty against any distortion in fabric due to any reason. Roller Blind tube is made of Aluminum with a diameter of 38mm Anodized, bottom rail is power coated & mechanism of plastic with chain and metal bracket, sturdy fixing arrangement as per direction of Engineer in charge.

Supply & Fixing of manufactured factory made sandwich panel in roofing having Minimum 50mm thick Trapezoidal Noncombustible Stone wool core /Euro Class A1 per EN 13501-1 having density 100 + 4 kg per cum as per IS 8183 , Melting point > 1000 degree Celsius as per ASTM E794 3, Thermal conductivity -0.040W/mk , when tested in accordance with ASTM C518 , having U value 0.80 (W/m2K). Both side of panel elements shall be made of 0.50 mm thick steel facers with minimum yield Stress of 300 N/mm2 Coated with Aluminium - Zinc Alloy Coating AZ150 (150 gms/m2) having micro ribbed profile on both sides conforming to IS 15965:2012. The color coating should be of approved color at least 25-micron polyester coating including 5-7 micron primer in exposed surface and back coat 10-12 micron including 5-7 micron primer, with guard film for internal & external facers and further Color coated with super durable polyester (SDP) paint coat with guard Film. The external facers to have trapezoidal ribs at every 250 mm centers having rib height of 35 mm. The Internal sheet shall be microribed. Panel side laps are designed to ensure continuous insulation with complete weathertight performance achieved through anti capillary groove & sealants. Self-drilling fasteners shall be corrosion resistant plated steel with EPDM washer or Aluminum pop rivets. Size of the fasteners /rivets shall be as per design. Panels shall be engineered to provide required fastener by using appropriate flashings along with silicon sealant wherever applicable. All the operation including Structural support required to fix the panels is included in the scope and shall be completed in all respect as per drawings, Manufacturer's specifications and direction of Engineer-in-Charge.

Supply & Fixing of manufactured factory made Sandwich panel in cladding having Minimum 50mm thick Non-combustible Stone wool core /Euro Class A1 per EN 13501-1 having density 100 + 4 kg per cum as per IS 8183 , Melting point > 1000 degree Celsius as per ASTM E794 3. Thermal conductivity -0.040 W/mk , when tested in accordance with ASTM C518 having U value 0.80 (W/m2K).Both side of panel elements are made up of 0.50 mm thick steel facers with minimum yield Stress of 300 N/mm2 Coated with Aluminium - Zinc Alloy Coating AZ150 (150 gms/m2) having micro ribbed profile on both sides conforming to IS 15965:2012. Panels shall have a compressive stress of 57 kPa .Shear Stress of 27 kPa when tested in accordance with EN 12090. when tested according to EN826 The color coating should be of approved color at least 25-micron polyester coating including 5-7-micron primer in exposed surface and back coat 10-12 micron including 5-7-micron primer, with guard film for internal & external facers and further Color coated with super durable polyester (SDP) paint coat with guard Film. The external & Internal finish sheet shall be micro-ribed . Self drilling fasteners shall be corrosion resistant plated steel with EPDM washer or Aluminum pop rivets. Panel shall be fixed vertically fixed with tongue N groove joint. Panels shall be engineered to provide required fastener by using appropriate flashings along with silicon sealant wherever applicable. All the operation including Structural support required to fix the panels is included in the scope and shall be completed in all respect as per drawings, Manufacturer's specifications and under the overall direction of Engineer-in-Charge.

Providing and applying smooth sandstone imitation texture coating at all heights made with specially sourced naturally stone sand having high silica and minerals, dispersed in a pure acrylic binding medium, incorporating anti caking, anti-rusting , anti-foaming, anti fungal, and UV resistant to be applied in two coats , primer coat of similar color of suitable grade applied @2.15 ltr/ 10 sqm, second coat of stone imitating texture coat as described above with texture gun using compressed air @3.13 kg/sqm and finally to be sealed with silicon modified pure acrylic top coat @2.5 ltr/sqm in prescribed pattern, texture and position all complete as per drawing and direction of Engineer in-charge.

CIVIL, STRUCTURE AND ARCHITECTURE

CLADDING WORK

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

FLOORING

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

40 mm thick with 20 mm nominal size stone aggregate

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.

Size of Tile 600x600 mm

Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).

Size of Tile 600x600 mm

Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.

Size of Tile 600x600 mm

FINISHING

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :

New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre

Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done and this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time)

NEW TECHNOLOGIES AND MATERIALS

Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on inter- locking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40 mm thick on Silhouette profile,rotary stiched double webbed white with 6mm reveal profile (white/black),comprising of main-T runners of size 15x42mm of length 3000 mm, cross - T of size 15x42 mm of length 1200 mm and secondary intermediate cross- T of size 15x42 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.

With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles

GEOTECH

Geotechnical Investigation Works

Boring/drilling of minimum 150mm nominal diameter boreholes in all types of soil strata and/or coring in rock of Nx size with double tube core barrel, up to termination depth, stabilizing borehole sides by temporary casing/bentonite slurry by suitable method, establishing co-ordinates and reduced levels at all test locations, conducting standard penetration tests at an interval of 1.5m, collecting disturbed and undisturbed soil/rock samples, ground water samples, recording water table after completion of boring, mobilization of drilling rigs, manpower, tools, tackles, materials, survey equipment, ancillary equipment/accessories necessary for the testing, survey and associated work, including demobilization, backfilling borehole with suitable material etc., shifting machinery and equipment from one borehole location to another, including conducting relevant laboratory tests on soil/rock samples from NABL accredited laboratory for obtaining index and engineering properties, preparation and submission of draft and final detailed soil report with soft-copy, all complete as per relevant IS Codes and directions of Engineer-in-Charge.

Maximum Depth of Borehole 15 m

CONSTRUCTION OF BORED CAST-IN-SITU RCC PILES

BORED CAST-IN-SITU ST. SHAFTED PILES (CEMENT BY CONTRACTOR)

Construction of Bored cast-in-situ RCC straight shafted piles as specified in specific requirements and as per items given below by approved techniques to depths specified using stone chips of 20mm and down size, through all types of soil strata, maintaining borehole sides in position by bentonite slurry by suitable method, tremie concreting, supply of necessary material including plastisizers if required, mobilization of piling rigs and other ancillary equipments/accessories as specified including demobilization etc complete, labour & carry out any ancillary work adjunct to piling work, disposal of surplus materials including earth, muck etc beyond specified lead, shifting plant and equipments from one pile location to another, all complete as per specifications, drawings & direction of Engineer-in-charge (Cost of reinforcement is excluded, cement supplied by contractor at his own cost and duly approved by Engineer-in-Charge). Diameter of pile 500 mm, Length below COL 5-10 M, Grade of concrete M30

Construction of bored cast-in-situ RCC straight shafted piles by suitable ROCK CUTTER/ROCK DRILLING BIT in Disintegrated/weathered/Hard rock strata, to depths specified using stone chips of 20mm and down size, maintaining borehole sides in position by bentonite slurry by suitable method, tremie concreting supply of necessary material including plastisizers if required, mobilization of piling rigs and other ancillary equipments/accessories as specified including demobilization etc complete, labour & carry out any ancillary work adjunct to piling work, disposal of surplus material including earth, muck etc beyond specified lead, shifting plant equipments from one pile location to another, all complete as per specifications, drawing & direction of Engineer-in-charge (Cost of reinforcement is excluded, cement supplied by contractor at his own cost and duly approved by Engineer-in-Charge). Diameter of pile 500 mm, Length below COL 5-10 M, Grade of concrete M30 Socketing length into rock 1.5 M

Rate per meter length in INCREASE in pile length over specified length ( cement Supplied by Contractor at his own cost and duly approved by Engineer-in-Charge) Diameter of pile 500 mm, Length of pile 5-10 M

EMPTY BORING

Boring up to a depth of cut-off level of pile as per the specification & requirement of AFC drawings & carry out any ancillary work adjunct to piling work, disposal of surplus materials including earth, muck etc beyond specified lead, shifting plant and equipments from one pile location to another, all complete as per specifications, drawings & directions of Engineer-In-charge. Diameter of Pile 500 mm

STEEL REINFORCEMENT

Steel reinforcement of HYSD bars confirming to IS:1786 (latest version) (steel supplied by contractor at his own cost and duly approved by Engineer in charge)

Placing in position high strength deformed steel bars reinforcement of grade Fe500D conforming to IS:1786, (latest version) for RCC Bored Cast- in -situ piles for full length of pile, straightening, cleaning, decoiling, cutting, bending to required shape & lengths as per details, binding with contractor's own 18 SWG black soft annealed binding wire, supplying and placing with proper cover blocks, supports, chairs, spacers, welding, if required, to form a rigid cage, complete as per instructions of the Engineer-in-Charge (steel supplied by contractor at his own cost and duly approved by Engineer in charge)

INITIAL PILE LOAD TESTS

Conducting INITIAL PILE LOAD TESTS by direct loading on piles as per specifications and directions of Engineer-in-Charge.

Conducting INITIAL VERTICAL pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 500 mm ,Type of Pile Bored Safe capacity of pile 100 T

Conducting INITIAL PULL OUT pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 500 mm, Type of pile Bored Cast In Situ Safe capacity of pile 15 T

Conducting INITIAL LATERAL pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 500 mm, Type of pile Bored cast in situ Safe capacity of pile 4.5 T

ROUTINE PILE LOAD TEST

Conducting ROUTINE PILE LOAD TESTS by direct loading on piles as per specifications and directions of Engineer-in-Charge.

Conducting ROUTINE VERICAL pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 500 mm, Type of pile Bored Safe pile capacity 100 T

Conducting ROUTINE PULL OUT pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 500 mm, Type of pile Bored Safe pile capacity 15 T

Conducting ROUTINE LATERAL pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 500 mm, Type of pile Bored cast in situ Safe pile capacity 4.5 T

INTEGRITY TEST ON PILES

LOW STRAIN INTEGRITY TEST

Conducting Low Strain Integrity Test on piles as per ASTM D 5882, including excavation, pile head preparation, mobilisation & demobilisation of testing apparatus/ equipments, skilled personnel, data collection/recording, analyzing the results, preparing comprehensive report and submitting the same in 5 copies, all complete as per specifications and instructions of Engineer-in-Charge. Diameter of pile 500 mm Length below COL 5-10 M Grade of concrete M30

GROUND IMPROVEMENT

SAND GRAVEL MIX

Supplying and filling sand gravel mix (1:1) with approved aggregate below road, RCC pavement, manholes, pits, foundations, bedding of UG piping etc. in layers of 150 mm loose thickness (maximum) including watering, ramming, rolling, compacting to achieve 85% relative density as per IS 2720 Part-XIV, quarrying, royalties, transportation, handling, etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. (The rate shall be inclusive of the cost of all labour, material, equipment etc. all complete)

GEOGRID

Supplying and laying of Tensar Geogrid SS-40 or equivalent below roads, RCC pavements, manholes, in pipe trenches, culverts, foundations, hard stand etc. including overlap length, royalties, taxes, handling, transportation, unloading, storage, etc. all complete as per drawings, manufacturers specification and direction of Engineer-in-Charge.

Boulder Soling

Supplying and laying of random rubble soling below hardstand, road, RCC pavement, foundation etc. in layers of 200 mm loose thickness (maximum) with nominal size of stones 100 mm to 250 mm, filling of voids with small size stones and sand, including watering, ramming, rolling, compacting, quarrying, royalties, transportation, handling etc. all complete as per specifications, drawing and directions of the Engineer-in-charge. (The rate shall be inclusive of cost of all labour, material,equipment etc., all complete).

ROCK ANCHORS

Installation of Rock Anchor including Supply, fabrication of HYSD steel bar reinforcement of 25mm of grade Fe500D conforming to IS:1786, transporting the steel, straightening, cleaning, cutting, overlapping, welding, bending to required Shapes and length etc., drilling hole of 100mm nominal dia upto a maximum length of 2m, mobilization of drilling equipment, compressor and other necessary plant and equipment, placing reinforcement with spacer/ centralizers upto specified depth, grouting of holes with cement grout Minimum Strength of 40 N/mm2, all complete as per drawing, specification and instruction of Engineer in charge. All material are in contractor's scope of supply.

Conducting Verification Pullout load test on Rock Anchor up to 2 times the design load (13.5 Ton) including supply & erection of testing equipment, supervision, labour etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies.

Conducting Proof load test on Rock Anchor up to 1.5 times the design load (13.5 Ton) including supply & erection of testing equipment, supervision, labour etc. all complete as per specifications and directions of Engineer-in-Charge, analyzing the results, making the report and submitting the same in 5 copies.

SHORING AND STRUTTING BY SHEET PILING

SHEET PILING

Design, Supply and installation of hot rolled steel sheet piles including all associated structural steel members i.e. waler & runner beams, strut, cross ties, vertical members, guide frames, suitable interlocks, suitable corner sections, splicing & cutting sheet piling, application of recommended sealant for complete water tightness (as required), pre-drilling for installation into bedrock (as necessary) etc. as per site conditions, mobilization/demobilization of all necessary tools & tackles, hammer (vibratory/ impact), crane(s) etc., all labor, shifting plant/ machinery & carryout any ancillary works and subsequent removal after completion of works, all complete as per Scope of Work/ Specifications, relevant Codes/ Standards, approved design/drawings/ method statement and directions of Engineer-in-charge. (No extra payment shall be made for cost of extraction and replacement for installing of sheet pile deviating the specification or rejected by Engineer-in-charge. Extracted sheet piles shall be contractor's property and contractor shall remove the same from site without any extra cost to client). Payment shall be on the basis of sheet pile shoring area exposed after complete excavation.