Construction of 2x40 MVA 132KV S/S Budaun on turnkey basis

Total Price for Supply of Equipments/Materials and Light Luminaires

Total Price for Handling, Erection, Testing & Commissioning

Total price for Mandatory Spares

Net Price for Electrical works (1+2+3)

Net Price for Civil Works

Total Bid Price (4+5)

Seal of Company

Designation ……………

Tender Specification no.

Name of Bidder:

Address

Schedule S-1

SCHEDULE OF QUANTITIES & PRICES FOR SUPPLY OF EQUIPMENTS/MATERIALS AND LIGHT LUMINAIRES FOR 2X40MVA, 132/33kV SUBSTATION UPEIDA (IMLC) BADAUN (SAS based on Double Main and Transfer Bus Scheme)

Transformer

STATION TRANSFORMER,250KVA,36/0.420KV

Circuit Breaker

SF6 CB,145KV,3150A,40KA

VCB,36KV,2000A,31.5KA

Current Transformer (CT)

CT,POL,145KV,800-400-200/1A,3C,40/1,0.2S

CT,POL,145KV,400-200-100/1A,3C,40/1,0.2S

CONNECTOR,CT,145KV,TWIN PANTHER

JUNCTION BOX,CT,145KV

CT,POLY,36KV,800-400-200/1A,3C,0.2S (with Terminal Connector)

CT,36KV,400-200/1A,2C,0.2S (with Terminal Connector)

JUNCTION BOX,CT,36KV

Potential Transformer (PT)

PT,145KV,50VA

CONNECTOR,CVT/PT,145KV,PANTHER

JUNCTION BOX,CVT/PT,145KV

PT,36KV,50VA (with Terminal Connector)

JUNCTION BOX,CVT/PT,36KV

Isolator

ISOLATOR,145KV,CBR,1250A,MOTOR,W/1ES (LINE ISOLATOR)

ISOLATOR,145KV,CBR,1250A,MOTOR,W/O ES (BUS ISOLATOR)

ISOLATOR,TANDEM,145KV,HCB,1250A,MOTOR (TANDEM ISOLATOR)

ISOLATOR,36KV,1250A,W E/S (LINE ISOLATOR WITH POST INSULATOR)

ISOLATOR,36KV,1250A,W/O E/S (BUS ISOLATOR WITH POST INSULATOR)

FUSE,DROP OUT (WITH POST INSULATOR)

Post Insulator

BUS POST INSULATOR,145KV

POST INSULATOR,36KV

Surge Arrester

SURGE ARRESTOR,POLYMER TYPE,120KV

SURGE ARRESTOR,POLYMER TYPE,30KV

CRP & SAS (as per Technical Specification of SAS)

RELAY PANEL,UNDER FREQUENCY,145KV

C&R PANEL,TRANSFORMER,145KV

C&R PANEL,SIMPLEX FEEDER,145KV

C&R PANEL,BUS COUPLER,SAS,145KV

PANEL,TRANSFER BUS COUPLER,145KV

C&R PANEL,TRIPLE FEEDER,36KV

SAS (Complete Set)

OPTICAL FIBER CABLE

Battery & Battery Charger

BATTERY SET,LEAD ACID,110V,200AH

BATTERY CHARGER,110V,200AH

LT Panel

DISTRIBUTION BOARD,110V,DC

DISTRIBUTION BOARD,415V,AC,SWITCH YARD

DISTRIBUTION BOARD,415V,AC,LIGHTING

BAY MARSHALLING KIOSK,SWITCH YARD

Capacitor Bank with all Accessories

2x5 MVAR, 33kV Capacitor Bank Unit

Simplex Type Control & Relay Panel for 33kV Capacitor Bank

VCB,36KV,2000A,31.5KA

3-Phase Reactor

CT,36KV,400-200/1A,2C,0.2S (with Terminal Connector)

JUNCTION BOX,CT,36KV

ISOLATOR,36KV,1250A,W E/S (LINE ISOLATOR WITH POST INSULATOR)

ISOLATOR,36KV,1250A,W/O E/S (BUS ISOLATOR WITH POST INSULATOR)

36kV NCT Ratio 5/1A

Terminal Connector for 36kV NCT

Junction Box for 36kV NCT

PT,3 PHASE,36KV

Terminal Connector for 3-Phase PT

Cable

1.1 KV PVC FRLS Unarmoured Copper Control Cable

CBL,CTRL,UNARM,PVC INS,CU,2CX2.5SQMM

CBL,CTRL,UNARM,PVC INS,CU,4CX2.5SQMM

CBL,CTRL,UNARM,PVC INS,CU,6CX2.5SQMM

CBL,CTRL,UNARM,PVC INS,CU,10CX2.5SQMM

1.1 KV PVC FRLS Unarmoured Alluminium Power Cable

CBL,POWER,UNARM,3.5CX400SQMM,1.1KV,AL

CBL,POWER,UNARM,3.5CX95SQMM,1.1KV,AL

CBL,POWER,UNARM,3.5CX50SQMM,1.1KV,AL

Structure & Earthing Material

STRUCTURE,LATTICE TYPE (Galvanised Main & Auxiliary Structures with MS angles, channels, plates, nuts, bolts, step bolts, U bolts, spring washers, etc. and any other required materials)

ROUND,MS,40MM

ELECTRODE,MS,40MM,3M

FLAT,MS,75X10MM

FLAT,MS,50X6MM

FLAT,MS,25X6MM

Energy Meter

ENERGY METER,3-PHASE,4-WIRE,ABT,0.2S

METERING CUBICLE

SWITCH,NETWORK,16 PORT,14CU+2FO

DATA CONCENTRATOR,DCU/COMM GATEWAY

CABLE,LAN

CONDUIT PIPE,PVC,FLXBLE,50MM

CABLE,FO,ARMRD,6CORE,W/HDPE PIPE,32MM

LIU,6 PORT,W/ACCS

SWITCH,NETWORK,8 PORT,6CU+2FO

Conductor

CONDUCTOR,ACSR MOOSE

CONDUCTOR,ACSR PANTHER

INSULATOR,PORCELAIN,ANTIFOG,70KN

Hardware Fittings

Single Tension Fittings Suitable for

FITT,BLTD,SINGLE TENSION,MOOSE

FITT,BLTD,SINGLE TENSION,PANTHER

Single Suspension Fittings Suitable for

FITT,BLTD,SINGLE SUSPENSION,MOOSE

FITT,BLTD,SINGLE SUSPENSION,PANTHER

PG clamps suitable for -

PG CLAMP,MOOSE/MOOSE

PG CLAMP,MOOSE/PANTHER

PG CLAMP,PANTHER/PANTHER

Bus Post Clamps suitable for-

CONNECTOR,BPI,PANTHER

CONNECTOR,BPI,TWIN PANTHER

CONNECTOR,BPI,MOOSE

CONNECTOR,BPI,TWIN MOOSE

Fire Fighting equipments

FIRE EXT,MECH FOAM,50LTR

Fire Extinguisher carbon dioxide (CO2) as per latest IS

FIRE EXT,CO2,IS 2878/1986,22.5KGS

FIRE EXT,CO2,IS 2878/1986,9KGS

FIRE EXT,CO2,IS 2878/1986,4.5KGS

SAND BUCKET

STAND FOR SAND BUCKET

ALARM,FIRE PROTECTION & DETECTION SYSTEM (SMOKE & HEAT DETECTION)

DG SET, 100 KVA,SILENT conforming to latest MoEFCC/CPCB guidelines

GI perforated trays of various sizes for all cable trenches in switchyard, control room

CBL TRAY,PERFORATED,225MM

CBL TRAY,PERFORATED,75MM

Lighting and Luminaires (Supply along with Installation)

Supply of Complete fitting of Street Light Luminairs with LED Lamp 110 to 130 Watt, with all accessories (make Philips/CGL/Bajaj) Confirming to IP:65

Supply of Complete fitting of Post Top Lantern with all accessories with LED Lamp 40 to 45 Watt (make Philips/CGL/Bajaj) Confirming to IP:65

Supply of 15W LED Lamp (make Philips/CGL/Bajaj)

Supply of Complete fittings of 18/20 Watt LED Tube Light (make Philips/CGL/Bajaj)

TESTING EQUIPMENTS (UPPTCL approved-make)

DC on load Earth Fault Locator

Earth resistance tester (4 terminal digital type with data storage and retrieval)

Automatic testing kit for BDV measurement of T/F Oil

Digital Clamp Meter (0-300-600 A)

10kV Digital Insulation Tester

Primary Injection kit

Thermal Imager/vision Camera (640x480 px)

Digital Multimeter (4 ½ Digit )

Self Supported Aluminium Ladder

Cartwheel Mounted Aluminium Ladder

Earthing/Discharge Rod having, 25 sq. mm. copper cable

Fiber Optic Terminal Equipment (FOTE) SDH (STM-16)

Base equipment suitable for 04 directions in subrack fully equipped with all necessary common cards, power supply cards, other hardware & accessories including 10 Nos. optical patch cords of lengths as per site requirements, DDF etc. with redundant CPU.

Short Haul, STM-16, 1310nm SFP Transceiver - S16.1

Long Haul, STM-16, 1310nm SFP Transceiver- L-16.1

Long Haul, STM-16, 1550nm SFP Transceiver- L-16.2

E1 Interfaces (120 Ohm) ( 32 Interfaces with 2 Cards)

L2 Ethernet Interfaces 10/100 Base T (16 Interfaces with minimum 2 cards)

Equipment cabinet for SDH and DTPC 2200mm (h) including 100mm base, w x d should be suitable for 19" or 23" Rack (Alongwith 110V to 48V DC-DC Converter)

MDF (200 Pairs), mounted in cabinet

GPS Lock (Including all hardware in assories)

04 command standalone Digital Tele-Protection Coupler (DTPC) fully equipped with necessary common cards power Supply Cards other Hardware accessories Connectors Cables Subtrack with E I path cords set of 04 etc.

CCTV System

SECURITY SYSTEM,CCTV

Air Conditioner (AC) Unit - (Hitachi/O'Gen/Daikin/Voltas/Bluestar make)

2 Ton 5 Star Inverter type Split AC unit alongwith 5 KVA Stabilizer including stand for outdoor unit and copper kit with cable and complete installation at site

Total (INR excluding GST)

Seal of Company

Full Signature ………………………………

Designation ………………………………

Tender Specification no.

Name of Bidder:

Address

SCHEDULE- S-2

SCHEDULE OF QUANTITIES & PRICES FOR SUPPLY OF EQUIPMENTS/MATERIALS AND LIGHT LUMINAIRES FOR 2X40MVA, 132/33kV SUBSTATION UPEIDA (IMLC) BADAUN (SAS based on Double Main and Transfer Bus Scheme)

Transformer

EREC 40 MVA,132/33KV TRF

EREC 250KVA,33/0.4KV TRF

Circuit Breaker

EREC OF 145KV CB

EREC OF 36KV VCB

Current Transformer (CT)

EREC OF 145KV CT

EREC OF JB FOR 145KV CT

EREC OF 36KV CT

EREC OF JB FOR 36KV CT

Potential Transformer (PT)

EREC OF 145KV PT

EREC OF JB FOR 145KV PT

EREC OF 36KV PT

EREC OF JB FOR 36KV PT

Isolator

EREC OF 145KV LINE ISO W/1ES

EREC OF 145KV BUS ISO

EREC OF 145KV TANDEM ISO W/1ES

EREC OF 36KV LINE ISO

EREC OF 36KV BUS ISO

EREC OF 36KV DROP OUT FUSE SET

Post Insulator

EREC OF 145KV POST INSULATOR

EREC OF 36KV POST INSULATOR

Surge Arrester

EREC OF 120KV LIGHTNING ARRESTER / SURGE ARRESTOR

EREC OF 30KV LIGHTNING ARRESTER / SURGE ARRESTOR

CRP & SAS (as per Technical Specification of SAS)

RELAY PANEL,UNDER FREQUENCY,145KV

C&R PANEL,TRANSFORMER,145KV

C&R PANEL,SIMPLEX FEEDER,145KV

C&R PANEL,BUS COUPLER,SAS,145KV

PANEL,TRANSFER BUS COUPLER,145KV

C&R PANEL,TRIPLE FEEDER,36KV

SAS (Complete Set)

OPTICAL FIBER CABLE

Battery & Battery Charger

EREC OF 110V BATTERY SET

EREC OF 110V BATTERY CHARGER

LT Panels

EREC OF 110V DCDB

EREC OF 440/415V ACDB

EREC OF LIGHTING DIST BOARD

EREC OF BAY MARSHALLING KIOSK

Capacitor Bank & its Accessories

Erection of 2x5 MVAR, 33kV Capacitor Bank alongwith Vacuum Circuit Breaker, 3-phase reactor, CT, NCT, PT, Isolators, Control & Relay panel and all other required items (COMPLETE IN ALL RESPECT)

Cable

1.1 KV PVC FRLS Unarmoured Copper Control Cable

LAYING 2CX2.5SQMM UNARM CTRL CABLE including Terminations of cables (COMPLETE IN ALL RESPECT)

LAYING 4CX2.5SQMM UNARM CTRL CABLE including Terminations of cables (COMPLETE IN ALL RESPECT)

LAYING 6CX2.5SQMM UNARM CTRL CABLE including Terminations of cables (COMPLETE IN ALL RESPECT)

LAYING 10CX2.5SQMM UNARM CTRL CABLE including Terminations of cables (COMPLETE IN ALL RESPECT)

1.1 KV PVC FRLS Unarmoured Alluminium Power Cable

LAYING 3.5 core * 400 sq. mm including Terminations of cables (COMPLETE IN ALL RESPECT)

LAYING 3.5 core * 95 sq. mm including Terminations of cables (COMPLETE IN ALL RESPECT)

LAYING 3.5 core * 50 sq. mm including Terminations of cables (COMPLETE IN ALL RESPECT)

Structure & Earthing Material

EREC,STRUCTURES, MAIN/AUX, INCL ACCS: with MS angles, channels, plates, nuts, bolts, step bolts, U bolts, spring washers, etc. and any other required material

LAYG MS BAR 700MM-40MM DIA 40mm for Main Earthmat

LAY,ELECTRODE,MS ROUND,40MMX3M,BLW GND 40mm Dia MS Electrode (3 M Long)

FRESH EARTHG,W/FLAT,75X10MM

FRESH EARTHG,W/FLAT,50X6MM

FRESH EARTHG,W/FLAT,25X6MM

Energy Meter

EREC OF ABT ENERGY METER

EREC OF ABT ENERGY METERING PANEL with one main & one check rack

INSTALLATION,DCU/GATEWAY/ETC including installation of Network Switch-16 Port, (14Cu+2 FO with FO Communication module (industrial frade), LIU (Light Interfacing Unit) with patchcord & accessories, Network Switch-08 Port, Data Concentrator (DCU)/ Communication Gateway (IG), laying of Lan Cable, PVC Conduit Pipe-3/4, OFC Cable Armoured (6P), HDPE Conduit Pipe 32mm

Stringing of Conductors

Stringing of Bus bars comprising of Conductors Tension & Suspension stings complete with anti fog type disc insulators, tension & suspension clamps, PG clamps, Bus post clamps, connectors, earth wires and all other required material for

132 KV Main Bus I & II

132 KV Transfer Bus

132 KV Jack Bus for-

Feeder

Power Transformer

Bus Coupler

33 KV Main Bus

33 KV Auxilliary Bus

JUMPERING TRF & ASSOC. EQUIP. Baywise interconnection of equipments with specified conductors ( jumpering ) for complete substation including but not limited to: 1. 40/63 MVA Transformer bay including 132 KV &33KV side bays 2. 132 KV Feeder Bay 3. 132 KV Bus Coupler Bay 4. 132 KV Transfer Bus Coupler Bay 5. 33 KV Feeder Bay 6. 33 KV Bus Coupler Bay 7. 33 KV Bay for station Transformer (COMPLETE IN ALL RESPECT)

Fire Fighting equipments

EREC OF FIRE FIGHTING SYSTEM (COMPLETE IN ALL RESPECT)

DG Set

EREC OF DG SET conforming to latest MoEFCC/CPCB guidelines

Cable Tray

INSTALL,TRAY,CABLE,INCL FABRICATION/ETC

FOTE Equipments

ERECTION/LAYING/T&C,STM-16,FOTE Erection of Fiber Optic Terminal Equipment (FOTE) SDH (STM-16) including but not limited to installation /erection of : 1. Base equipment suitable for 04 directions in subrack fully equipped with all necessary common cards, power supply cards, other hardware & accessories including 10 Nos. optical patch cords of lengths as per site requirements, DDF etc. with redundant CPU. 2. Optical Base Card for 04 directions (STM-16) 3. Short Haul & Long Haul 4. E1 Interfaces & L2 Etherner Interfaces 5. VOIP Phone 6. Equipment cabinet for SDH and DTPC 2200mm (Alongwith 110V to 48V DC-DC Converter) 7. MDF (200 Pairs), mounted in cabinet 8. 04 command standalone Digital Tele-Protection Coupler (DTPC) fully equipped with necessary common cards power Supply Cards other Hardware accessories Connectors Cables Subtrack with E I path cords set of 04 etc. (COMPLETE IN ALL RESPECT)

EREC OF CCTV CameraSystem for 132 kV Substation (COMPLETE IN ALL RESPECT)

LIGHT LUMINAIRES

OUTDOOR LIGHTING

PERIFERY AND ROAD LIGHTING

SWITCHYARD LIGHTING

LAWN LIGHTING

GATE LIGHTING

CABLE LAYING AND TERMINATIONS

INDOOR LIGHTING FOR CONTROL ROOM AND STORE

Total (INR excluding GST)

Full Signature ………………………………

Seal of Company

Designation ………………………………

FOR 2x40MVA, UPEIDA (IMLC) AIS 132/33 KV SUB-STATION BADAUN AGAINST SPECN. No. ESD-688

Name of Bidder:

SCHEDULE- S-3

BILL OF QUANTITION FOR SUPPLY OF MANDATORY SPARES PARTS

MANDATORY SPARES

145 kV SF6 Circuit Breaker

Tripping coil for 145 kV CB

Closing coil for 145 kV CB

145KV, 40MVA Transformer Bushing

36KV, 40MVA Transformer Bushing

36kV Vacuum Circuit Breaker

Tripping coil for 36 kV VCB

Closing coil for 36 kV VCB

33kV Triple Feeder C&R Panel (as per technical specifications of SAS issued by UPPTCL) with integration and supervision

145 kV Current Transformer (400-200-100/1-1-1A) (POLYMER TYPE)

145 kV Potential Voltage Transformers

36kV Current Transformer(800-400/1A) (POLYMER TYPE) 3-core with terminal connector

36kV Current Transformer(400-200/1A) (PORCELAIN TYPE) 2Core with terminal connector

36kV Potential Transformer with terminal connector

120 kV Polymer type Surge Arrestor

30 kV Polymer type Surge Arrestor

Total

Seal of Company

Designation ……………………………………………………………………….

Tender Specification no.

Name of Bidder:

Address

SCHEDULE- S-4

Annexure-I

Construction of Control Room Building,Committee Room Building ,Store Room Building, Main Gantry Foundations, Auxiliary Foundations, Cable Trenches, Transformer Plinth, Fire wall, Capacitor Bank, R.C.C. Road, Interlocking Tiles Road, R.C.C. Culvert, Security wall, Security hut, Approach Road, Main Gate, Yard Gate, Sump House, Chain link fencing, Drain, Water Harvesting for CRB, Tube Well Boring, Water supply works, Park & Plantation, Residences (01 No. Type lll & 02 No. Type ll) and Mis. Development Works at 132/33 KV UPEIDA (IMLC), AIS Sub Station Budaun

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: (All kinds of soil) (DSR 2.1.1)

Earth work in excavation all kinds of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 SqM on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. (DSR 2.6.1)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (All kinds of soil.) (DSR 2.8.1)

Excavating, supplying, stacking and filling of local earth by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (DSR 2.25(a))

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil. (DSR 2.26.1)

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(DSR 2.27 )

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared..(DSR 2.31 )

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil (DSR 2.28.1)

Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.(DSR 2.32 )

Providing and laying in position cement concrete of 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level. (DSR 4.1.2)

Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level. (DSR 4.1.8 )

Providing and laying in position cement concrete of 1:5:10 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level. (DSR 4.1.10 )

Providing and laying cement concrete in 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:.( DSR 4.2.2)

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. (DSR 4.12)

Providing and fixing up to floor five level 1:1.5:3 precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. (DSR 4.5.1)

Providing and laying 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :(DSR 5.1.2 )

Reinforced cement concrete work 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :( DSR 5.2.2)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).( DSR 5.3)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (DSR 5.9.1)

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(DSR 5.9.2)

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies, Shelves (Cast in situ) and access platform(DSR 5.9.3 )

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR 5.9.5)

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. (DSR 5.9.6)

Centering and shuttering including strutting, propping etc. and removal of form for Weather shade, Chajjas, corbels etc., including edges. (DSR 5.9.19)

Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 Meter or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) (DSR 5.11.1)

Steel reinforcement for R.C.C. work Thermo-Mechanically Treated bars of grade Fe-500D or more including straightening, cutting, bending, placing in position and binding all complete plinth/above level. (DSR 5.22.6)

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. (DSR 5.30 )

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.1.2 )

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) ( DSR 6.4.1)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.4.2)

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) ( DSR 6.13.2)

Providing edge moulding to 18 mm thick Granite stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.( DSR 8.3.2)

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.Granite stone slab of colour black, Cherry/Ruby red Area of slab over 0.50 sqm ( DSR 8.2.2.2)

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) Second class teak wood 35 mm thick shutters ( DSR 9.5.1.1)

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : Float glass panes 4 mm thick glass panes (weight not less than 10 kg/sqm). (DSR 9.7.7.1)

Providing and fixing ISI marked flush door shutters 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.( DSR 9.20.2)

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR 9.21.1)

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws 35 mm thick shutters Second class teak wood (DSR 9.27.1.1.1)

Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :100x58x1.90 mm (DSR 9.70.2)

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 Kg and door width upto 700 mm), with necessary accessories and screws etc. complete.( DSR 9.83)

Providing and fixing 300x16 mm aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : (DSR 9.96.1)

Providing and fixing aluminium tower bolts, 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 : 250x10 mm (DSR 9.97.2 )

Providing and fixing aluminium tower bolts, 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 : 200x10 mm (DSR 9.97.3 )

Providing and fixing aluminium tower bolts, 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 : 150x10 mm( DSR 9.97.4)

Providing and fixing 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 : 125 mm ( DSR 9.100.1)

Providing and fixing 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 : 100 mm (DSR 9.100.2)

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper (DSR 9.101.2 )

Providing and fixing panelling or paneling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows ( area of opening for panel inserts excluding portion inside grooves or rebated to be measured). Panelling for panelled and glazed shutters 25mm to 40mm thick: Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to IS:14587 (DSR 9.155)

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.( DSR 10.2)

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6mm for diagonal braces and central cross piece. (DSR 10.5.2)

Supplying and fixing rolling shutters 80x1.25 mm M.S. laths with 1.25 mm thick top cover of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.(DSR 10.6.1 )

Providing and fixing ball bearing for rolling shutters. ( DSR 10.7)

Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) ( DSR 10.11.1)

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.(DSR 10.18)

Providing & fixing Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. (DSR 10.29.1 )

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. (DSR 11.2 )

18 mm thick Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. (DSR 11.6.1)

Providing and fixing glass strips 40 mm wide and 4 mm thick in joints of terrazo/ cement concrete floors. (DSR 11.13.1 )

Providing and fixing 10 mm thick acid and/or alkali resistant tiles in flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. (DSR 11.21.1.1 )

Providing and fixing 10 mm thick acid and/or alkali resistant tiles in dado/skirting on a bed of 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. (DSR 11.21.2.1 )

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 Kg/SqM including pointing the joints with white cement and matching pigment etc., complete. (DSR 11.37 )

Providing and fixing 1st quality ceramic glazed floor 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. (DSR 11.37A )

Providing and laying Vitrified tiles in floor Double charge vitrified tile polished finish of size 600 x 600 mm (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. (DSR 11.41A.1.1 )

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent. (DSR 11.56.1 )

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/ m²(DSR 12.1.3)

Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required.(DSR 12.8)

Providing and fixing Corrugated serrated adjustable ridges and hips in fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. (DSR 12.12.1)

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design.In 75x75 mm deep chase (DSR 12.21.1)

Providing and fixing 110 mm diameter on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (DSR 12.41.2)

Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing. (DSR 12.58.1)

12 mm cement plaster (IN COARSE SAND) of mix 1:4 (1 cement: 4 coarse sand) ( DSR 13.4.1)

12 mm cement plaster (IN COARSE SAND) of mix 1:6 (1 cement: 6 coarse sand) (DSR 13.4.2 )

15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) ( DSR 13.5.1)

15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) (DSR 13.5.2 )

12 mm Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. (DSR 13.9.1)

6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) (DSR 13.16.1)

Neat cement punning. (DSR 13.18 )

White washing with lime to give an even shade : New work (three or more coats) (DSR 13.37.1)

Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 SqM over and including priming coat of exterior primer applied @ 0.90 litre/10 SqM) (DSR 13.46.1 )

Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. (DSR 13.48-A.1)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. (DSR 13.62.1 )

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR 13.80 )

Wall painting with Two coats premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.(DSR 13.83.2)

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.(DSR 15.60)

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. (DSR 16.1)

Supply of welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately). (DSR 16.15.2 )

Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete.(DSR 16.44)

Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.(DSR 16.46.1)

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) (DSR 16.53)

Providing and fixing G.I. wire of dia 4 mm chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (DSR 16.70.1 )

Providing and laying C.C. pavement of mix M-20 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 Kg/CuM. Excess/less cement used as per design mix is payable/ recoverable separately). (DSR 16.75-16.76)

Construction of granular sub-base by providing with material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (DSR 16.78.2 )

Providing and laying 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. (DSR 16.91.2 )

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests( DSR 17.1.1)

Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid (DSR 17.3.1)

Providing and fixing White Vitreous China Wash basin size 550x400 mm with Single of 15 mm C.P. brass pillar taps wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: (DSR 17.7.4)

Providing and fixing 610x460 mm bowl depth 200 mm Stainless Steel Kitchen sink without drain board ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : ( DSR 17.10.2.2)

Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.(DSR 17.16A)

Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. (DSR 17.22A)

Providing and fixing 15 mm nominal dia CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (DSR 17.22B.a))

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. (DSR 17.23)

Providing and fixing 32 mm dia Flexible pipe P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (DSR 17.28.2.1)

Providing and fixing 100 mm sand cast Iron grating for gully trap. (DSR 17.29 )

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (DSR 17.31 )

Providing and fixing PTMT 600 mm long with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour ( DSR 17.73.2)

Providing and fixing 15 mm nominal dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. (DSR 18.8.1)

Providing and fixing 20 mm nominal dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. (DSR 18.8.2)

Providing and fixing 15 mm nominal dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work (DSR 18.9.1)

Providing and fixing 20 mm nominal dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work (DSR 18.9.2)

Providing and fixing 25 mm nominal dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work (DSR 18.9.3)

Providing and fixing 32 mm nominal dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work (DSR 18.9.4)

Providing and fixing 40 mm nominal dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work (DSR 18.9.5)

Providing and fixing 50 mm nominal dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work (DSR 18.9.6)

Providing and fixing 65 mm nominal dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work (DSR 18.9.7)

Providing and fixing G.I. Pipes (15 mm dia nominal bore ) complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall (DSR 18.11.1)

Providing and fixing G.I. Pipes (20 mm dia nominal bore ) complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : (DSR 18.11.2)

Providing and fixing 15 mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work ( DSR 18.12.1)

Providing and fixing 20 mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work (DSR 18.12.2 )

Providing and fixing 25 mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work (DSR 18.12.3)

Providing and fixing 32 mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work ( DSR 18.12.4 )

Providing and fixing 40 mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work (DSR 18.12.5)

Providing and fixing 50 mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work (DSR 18.12.6)

Providing and fixing 65 mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work (DSR 18.12.7)

Providing and fixing 80 mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work ( DSR 18.12.8)

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore (DSR 18.13.1)

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore ( DSR 18.13.2)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20 mm nominal bore (DSR18.17.1-A)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore (DSR 18.17.1)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore. ( DSR 18.17.2)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore (DSR18.17.3 )

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore (DSR 18.17.4 )

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 65 mm nominal bore (DSR18.17.5)

Providing and fixing ball valve (brass) of Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :15 mm nominal bore (DSR 18.18.1)

Providing and fixing ball valve (brass) of Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :20 mm nominal bore (DSR 18.18.2)

Providing and fixing ball valve (brass) of Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore (DSR 18.18.3)

Providing and fixing 150 mm diameter C.P. brass shower rose with 15 or 20 mm inlet : (DSR 18.22.2)

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR 18.33.1)

Providing and fixing 15 mm nominal bore G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : (DSR 18.46.1)

Providing and fixing 20 mm nominal bore G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : (DSR 18.46.2)

Providing and fixing 25 mm nominal bore G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : (DSR 18.46.3)

Providing and fixing 32 mm nominal bore G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : (DSR 18.46.4)

Providing and fixing 40 mm nominal bore G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : (DSR 18.46.5)

Providing and fixing 50 mm nominal bore G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : (DSR 18.46.6)

Providing and fixing 65 mm nominal bore G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : (DSR 18.46.7)

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (DSR 18.48 )

Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS:8931 : ( DSR 18.49.1)

Providing and fixing 15 mm nominal bore C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. (DSR 18.50.1 )

Providing and fixing15 mm nominal bore C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (DSR 18.51.1 )

Providing and fixing 15 mm nominal bore C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.(DSR 18.52.1 )

Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. ( DSR 18.53A)

Providing and fixing 15mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 ( DSR 18.53.1)

Providing and fixing 15 mm nominal bore with 30cm length unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. (DSR 18.74.1 )

Providing and fixing 15 mm nominal bore with 45cm length unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. (DSR 18.74.2 )

Supplying and fixing C.I. cover without frame for manholes 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 Kg (DSR 19.18.2 )

Making soak pit 2.5 m diameter 3.0 Meter deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.32.1 )

Providing and laying Non Pressure NP-3 class (Medium duty) 450 mm dia RCC pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (DSR 19.35.1)

Providing and laying Non Pressure NP-3 class (Medium duty) 900 mm dia RCC pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. (DSR 19.35.3)

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of 300 mm dia and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : (DSR 20.3.1)

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of 400 mm dia and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : (DSR 20.3.2)

Extra over single under ream for providing additional bulbs in under reamed piles, under 300 mm dia piles (only the nos. of extra bulbs are to be paid) (DSR 20.4.1)

Extra over single under ream for providing additional bulbs in under reamed piles, under 400 mm dia piles (only the nos. of extra bulbs are to be paid) (DSR 20.4.2)

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

Single pile upto 50 tonne Safe capacity Initial test (Test Load 2.5 times the Safe capacity). (DSR 20.6.1.1 )

Single pile upto 50 tonne Safe capacity Routine test (Test Load 1.5 times the Safe capacity). (DSR 20.6.1.2)

Group of two or more piles upto 50 tonne Safe capacity Initial test (Test Load 2.5 times the Safe capacity). (DSR 20.6.3.1)

Group of two or more piles upto 50 tonne Safe capacity Routine test (Test Load 1.5 times the Safe capacity). (DSR 20.6.3.2 )

Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (part IV) by Kentledge method including preparation of pile head etc for.

Single pile Upto 50 tonne Safe capacity pile( DSR 20.7.1.1 )

Group of two or more piles Upto 400 tonne Safe capacity of group. (DSR 20.7.2.1)

Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile :

Upto 50 tonne capacity pile. (DSR 20.8.1 )

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. Powder coated aluminium (minimum thickness of powder coating 50 micron) (DSR 21.1.1.2)

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 requiredincluding 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 shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of all fittings, EPDM rubber / neoprene gasket required Powder coated aluminium (minimum thickness of powder coating 50 micron) (DSR 21.1.2.2)

Providing and fixing float glass panes of 5 mm thickness (weight not less than 12.50 Kg/SqM) glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):(DSR 21.3.2)

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 cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. With stainless steel cover plate minimum 1.25 mm thickness complete as per the direction of Engineer-in-charge.(DSR 21.4.1 )

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:

(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.

(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.

(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (DSR 22.7.1)

Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. (DSR 22.22A)

Boring/drilling bore well in all types of soil of 300 mm dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 Meter depth below ground level. (DSR 23.1.1.1 )

Boring/drilling bore well in all types of soil of 300 mm dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 Meter & upto 150 Meter depth below ground level. (DSR 23.2.1.1 )

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.(100 mm nominal size dia.) (DSR 23.3.1)

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (100 mm nominal size dia) (DSR 23.4.1)

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.( DSR 23.5)

Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.(DSR 23.8 )

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia having minimum wall thickness 5.00 mm (DSR 23.10.1)

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia having minimum wall thickness 5.00 mm. (DSR 23.10.2)

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia (DSR 23.11.1 )

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. ( DSR 23.12 )

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of 150 mm dia. ( DSR 23.13.2)

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp (DSR 23.14.2)

Providing and fixing Bail plug/ Bottom plug of 100 mm dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). ( DSR 23.15.1)

Arranging and spreding 75 mm thick broken grit 20 mm (Granite stone) uniform for turfing over 100mm thick base course of C.C. In 1:4:8 (1cement:4coarse sand: 8, 40mm stone ballast) top finish by brooming of cement mortar 1:4(1cement: 4 Coarse sand) including supply of all materials, labour and tools and plants etc. required for proper completion. (DSR NSI 2)

Supply and filling brick bat in soak pit including all labour,material and T&P etc complete. (for 01 soak pit)(DSR NSI 5 )

Supplying & fixing 24 gauge annodized aluminium sheet of approved quality including cutting, wastage and fixing the same over the wooden door shutters with nails with all material, labour and T&P.(DSR NSI 6 )

Supply of 28 mm. dia M.S. Anchor bolts (conforming to IS 266) 900 mm. long with base plate (75x75x6mm) welded with anchor bolts including its threading upto a length of 10cm. and also supply of a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & T&P for proper completion of work. ( DSR NSI 13)

Fixing and grouting 28 mm and above dia bolts in proper alignment level and setout with help of a template complete including supply of all labour & T&P etc. required for proper completion of the work.(labour rates only) . ( DSR NSI 14)

Supply of 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mm long with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work. (DSR NSI 15 )

Fixing and grouting 25 mm and below dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) . (DSR NSI 16 )

S/F in position 90 lbs M.S. Rail for transformer plinth including cost of all labour, material and T&P etc. required for proper completion of the work. (DSR NSI 19 )

Grouting of vertical or inclined post of pale/chain/security fencing in true level, alignment and in plumb or inclination as required, including cost of all labour, materials and T&P required for proper completion of work. ( Post and concrete for grouting shall be measured separately) (DSR NSI 21)

Fixing and grouting of trench edging in proper level and alignment including cost of all labour, and T&P etc. required for proper completion of the work but excluding cost of C.C. (labour rates only). (DSR NSI 22)

Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only). (DSR NSI 23 )

Fixing of template in position level and alignment for grouting of Anchor bolt in auxiliary structure. (labour rate only). (DSR NSI 24 )

Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&Petc. required for proper completion of the work (Labour rate only). (DSR NSI 25)

Providing (12x15) mm section groove in plaster including all material, labour and T&P etc. required for proper completion of the work. (DSR NSI 33 )

Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete.(DSR NSI 34)

2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC. (DSR NSI 35)

4.0 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (DSR NSI 36 )

Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required position. (DSR NSI 37)

Pre-Construction anti-termite treatment, by creating a barrier under and around the columns pits, foundation trenches, under floors, junctions of Walls & floors, around the external periMeter of building, expansion joints, surrounding of pipes and conduits etc. (Plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981))with Eldrine emulsifiable 0.2% concentration or any other approved material such as Heptachlore or chlordance will be used. The consumption of emulsion shall be (i) Foundation and masonary @ 5 Ltrs/SqM, (ii) Back fills in immediate contact of foundation@ 7.5 Ltrs. / SqM, (iii) Top surface of Plinth filling @ 5 Ltrs / SqM, ( iv) Junction of walls & floors @ 7.5 Ltrs / SqM, (v) Soil along external periMeter of building @ 7.5 Ltrs / SqM (vi) under apron of the building @ 5 Ltrs. /SqM. The rates includes cost of all materials, labour, equipments, T&P complete. (DSR NSI 41)

Providing and fixing MS reducer 150x100mm for making tubewell assembly , including cost of all labour, materials and T&P required for assembly making and proper completion of work. ( DSR NSI 42-a)

Supply and fixing of 150 mm dia. MS ring of heavy quality including cost of all materials, labour and T&P etc required for proper completion of work. ( DSR NSI 43-e)

Supply and fixing of 100 mm dia. MS ring of heavy quality including cost of all materials, labour and T&P etc required for proper completion of work. ( DSR NSI 43-f)

Supply and fixing of 150 mm dia MS top plug of heavy quality including all labour material & T&P.( DSR NSI 45-e)

Supply and fixing of 110 mm dia PVC. bail plug of heavy quality including all labour material & T&P. (DSR NSI 46-a)

Supply and fixing of 110 mm dia PVC top plug of heavy quality including all labour material & T&P. (DSR NSI 47-b)

Supply and fixing support clamps for 65 mm column pipes made out of MS flats, pairs of bolt-nuts etc complete with all material, labour, T&P. (DSR NSI 48-b )

Lowering of 80/65/50/40/32 mm dia. M.S. column pipe in tubewell including supply of nuts, and bolts, packing and also carriage of pipe from workshop to site including all labour, T&P etc. required for proper completion of the work. (DSR NSI 50-a)

Transportation and installation of tube well drilling Rig m/c, compressure for development and other required equipments and accessories at site of work and dismentlling & taking them back after successful completion of the work including cleaning, levelling - dressing the site properly, also disposing off the surplus earth, silt, sand etc. (DSR NSI 51)

Supply and installation of 5H.P. Kirloskar or equivalent make single stage, horizontal, self priming,three phase dewatering pumpset of specification Head 14/16 M, Discharge 13.6/10 LPS, solid handle size 15.5 mm, suction 80 mm, delivery 80 mm, RPM 1500 including cost of 80 mm dia G.I. pipe for suction (3M) and delivery (4.5 M). ( DSR NSI 52)

Supply & installation of electrical control panel of L&T / Havells or equivalent make for or 1.5/2 H.P pump set single phase submersible pump / pumpset containing contractor relay condenser. (DSR NSI 54-b)

Supply & installation of electrical control panel of L&T / Havells or equivalent make for or 5 H.P pump set three phase submersible pump / pumpset containing contractor relay condenser. (DSR NSI 54-d)

Supply & Installation of submersible pump of K.S.B/ CALAMA. or eqt. make including cost of labour, T&P and material required for completion of work. (2 HP outlet 40mm dia. or more, Head 89/45, Discharge 2000/6000 LPH) (DSR NSI 55-c)

Supply & Installation of submersible pump of K.S.B/ CALAMA. or eqt. make including cost of labour, T&P and material required for completion of work. (5 HP outlet 50 mm dia. or more, Head 60/24, Discharge 9000/24000 LPH) (DSR NSI 55-e)

Supply & fixing of steel wire rope for submersible pump including cost of labour, T&P and material required for completion of work. (DSR NSI 56)

Placing of trench cover of all size in proper position including transportation from different places within the S/S area including all labour, T&P etc. required for proper completion of the work as per direction of Engineer - in - charge. (DSR NSI 58)

Providing and fixing of 200 mm dia PVC pipe of 6 Kg/sqcm with special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. (DSR NSI 90)

Providing and fixing of 150 mm dia PVC pipe of 6 Kg/sqcm with special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. ( DSR NSI 91)

Supply and fixing of health faucet for model no-ALD-573 as per direction of engineer in charge. This include cost of labour, material T&P etc for proper completion of work (DSR NSI 96).

Providing and fixing soap dish chromium plated with brackets fixed to wooden cleats with brass screws including supply of all materials,labour and T&P etc.required for proper completion of the work. ( DSR NSI 108 )

Providing and laying 110 mm SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. ( DSR NSI 109-c)

Providing and fixing 110 mm SWR, PVC ( Finolex or equivalent ) Bends including cost of all materials, labour and T&P etc required for proper completion of the work. ( DSR NSI 110-c)

Providing and fixing 110 mm SWR, PVC ( Finolex or equivalent ) Trap including cost of all materials, labour and T&P etc required for proper completion of the work. ( DSR NSI 111-c)

Providing and fixing 110 mm SWR, PVC ( Finolex or equivalent ) Socket including cost of all materials, labour and T&P etc required for proper completion of the work. ( DSR NSI 112-c)

S/F full way 63/65 mm dia Fire hydrant Gun Metal Gate Valve heavy quality including supply of all labour , material andT & P for proper completion of work. ( DSR NSI 117)

P/F Male & Female coupling 63/65 mm dia. Gun metal BSI marked confirming to IS:903 heavy quality including supply of all labour , material and T & P for proper completion of work. ( DSR NSI 118)

P/F Short Branch pipe Gun Metal BSI marked heavy quality including supply of all labour , material and T & P for proper completion of work. ( DSR NSI 119)

P/F 63 mm dia RLL Hose Pipe heavy quality having length 15.0 m including supply of all labour , material andT & P for proper completion of work. ( DSR NSI 120)

P/F MS Hose Box Single Door with stand for 15 mt RRL Hose heavy quality including supply of all labour , material andT & P for proper completion of work. (DSR NSI 121)

Placing of 10 KL PVC Tank over slab of 6 m staging including supply of all labour , material andT & P for proper completion of work.(DSR NSI 122)

Contouring of sub-station with help of leveling instrument/ total station instrument & staff including plotting of trees and structure if any including preparation of contour plan in 6 copies including marking periphery including all labour, Supervisor, instrument, T&P materials complete as per direction of Engineer I/C. (DSR NSI 123)

Marking of building and foundation in new sub-station (132/220 KV) in UPPCL land as per approved layout drawing with help of Theodolite/ total station instrument and closing of Travers for main Gantry etc including cost of all labour, Supervisor, instrument, T&P materials complete as per direction of Engineer I/C(DSR NSI 124)

Making borehole in all type of soil by any method required as per site conditions in accordance with IS specification No 1982-1979 and 1498-1970 and conducting standard penetration test in accordance with IS specification No 2131 – 1981 at every 1.5 M approx . or as per strata during making borehole and also collecting undisturbed and disturbed soil samples at a depth of approx. 1.5 M depth or change of strata of soil as per site requirements in each borehole in accordance with IS specification 1892-1978. (Depth of water table as detemine from borehole or from nearest waterwell ) Each Boreholes to be bored upto 15.00 depth. (DSR NSI 125)

Undisturbed soil samples collected in field will be tested in Laboratory and preparation of samples for tests mentioned below, will be done/governed in accordance with IS 2920 (Part 1)-1983(DSR NSI 126 )

i) Tri axial compression test and determination of shear parameters(c & ) as per ISS –2920 (Part ix) ISS 2920-(Part xii) ISS 2920-(Part xiii) on silty/sandy soil .

Consolidation Test as per ISS-2920( Part xv )on clay soil

ii) Sieve analysis test as per ISS 2920 (Part iv)

iii) Atterberg’s limit tests as per ISS –2920 (Part v)

iv) Particle size analysis test as per ISS 2920 (Part iv)

v) Natural moisture content test as per ISS 2920 (Part vi)

vi) Wet density test and dry density test as per ISS 2920 (Part vi)

vii) Specific gravity test as per ISS 2920 (Part iii) section 2

Disturbed soil samples will be prepared in accordance with ISS 2920 (Part I) 1983 and tested as follows

i) Sieve analysis test as per ISS – 2920 (part iv)

ii) Atterberg’s limit tests as per ISS- 2920(Part v)

Conducting plate load test near CONTROL ROOM BUILDING site at specifed depth as per IS 1980-1982 including supply of all material, labour and T&P equipment and recording of test result as per Codal requirement and submission of report.( DSR NSI 127)

Supply and Fixing of 3 blade wall fan of Havells platina 400 mm or equivalent including all material, T&P etc required for proper completion of work as approved by engineer in charge.(DSR NSI 132 )

Supply and Fixing of 5 blade Exhaust fan ventile air dx 225 mm of Havells or equivalent make including all material, T&P etc required for proper completion of work as approved by engineer in charge.(DSR NSI 133 )

Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect.(DSR NSI 134)

Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect.(DSR NSI 135)

Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). (HNSI 2.1)

Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment)Screened through sieve of I.S. designation 20 mm : (HNSI 2.4.1)

Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment)Screened through sieve of I.S. designation 16 mm : (HNSI 2.4.2)

Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).(HNSI 2.8)

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge (HNSI 2.9)

Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed (the cost of sludge, manure and the good earth shall be paid for separately). (HNSI 2.11)

Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) (HNSI 2.13 )

Edging with Common burnt clay E P S (non modular) bricks of Class designation 7.5 bricks laid dry length wise, including required excavation, refilling, consolidating with hand packing and spreading surplus earth neatly within a lead of 50 m (HNSI 2.19.1 )

Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge. Top inside dia 30 cm, outer bottom dia 20 cm, total height 30 cm & with wall thickness of 25.4 mm (HNSI 2.30.1 )

Plantation of Trees at site i/c watering and removal of unserveiceable material's as per direction of officer in charge (excluding cast of plant & water) (HNSI 2.57.1 )

Plantation of Hedge at site i/c watering and removal of unserveiceable material's as per direction of officer in charge (excluding cast of plant & water) (HNSI 2.57.3 )

Providing and displaying of Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. (HNSI 3.18)

Providing and displaying of Brassia Variegated having ht. 30 cm to 45 cm, well developed with fresh and healthy foliage in 25 cm size of Earthen pot /Plastic pot. & as per direction of the officer-in-charge. (HNSI 3.24)

Providing and Displaying Dahlia double kenya variety in different colour well developed with 3 to 4 flowers in half bloom, good foliage stacked with Green painted Bamboo sticks, 45 to 60 cm height in 25 cm Earthen Pot/ Plastic Pot and as per direction of the officer-in-charge. (HNSI 4.24)

Providing and Displaying Marigold jaffri dwarf in different colour well developed with fresh & healthy foliage with 12 to 15 flowers in full bloom specimen plant 23 to 30 cm ht. in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. (HNSI 4.36)

Providing and Displaying Sunflower hybrid well developed 15 to 20 cm ht. with fresh & healthy foliage at blooming stage in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. (HNSI 4.80 )

Providing and stacking of plant Mogra of height 25 to 30 cm., 2 to 3 branch in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. (HNSI 4.88 )

Providing and Displaying Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge. (HNSI 4.93)

Providing and stacking of Polyalthia pendula (Ashok Pendula) of height 150-165 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. (HNSI 7.76)

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.Group C (EDSR 1.10.3)

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.(EDSR 1.12)

Wiring for circuit/ submain wiring with 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.(EDSR 1.14.2)

Wiring for circuit/ submain wiring with 2 X 4 sq. mm + 1 X 4 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.(EDSR 1.14.3)

Wiring for circuit/ submain wiring with2 X 6 sq. mm + 1 X 6 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (EDSR 1.14.4)

Supplying and drawing following 3 x 2.5 sq. mm sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.(EDSR 1.17.12)

Supplying and fixing of 20 mm of medium class PVC conduit along with accessories in surface/recess including junction box, cutting the wall and making good the same in case of recessed conduit as required. (EDSR 1.21.1)

Supplying and fixing of 25 mm of medium class PVC conduit along with accessories in surface/recess including junction box,cutting the wall and making good the same in case of recessed conduit as required. (EDSR 1.21.2)

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet (EDSR 1.24.4)

Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1 or 2 Module (75mmX75mm) (EDSR 1.27.1)

Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 3 Module (100mmX75mm) (EDSR 1.27.2)

Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 4 Module (125mmX75mm) (EDSR 1.27.3)

Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 6 Module (200mmX75mm) (EDSR 1.27.4)

Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 8 Module (125mmX125mm) (EDSR 1.27.5)

Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 12 Module (200mmX150mm) (EDSR 1.27.6)

Supplying and fixing 4 way (4 + 12), Double door, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) (EDSR 2.4.1)

Supplying and fixing of 4 way (4 + 12), Double door surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)(EDSR 2.5.1)

Supplying and fixing 5 amps to 32 amps rating,Single pole, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. (EDSR 2.10.1)

Supplying and fixing 40 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. (EDSR 2.12.1)

Supplying and fixing 63 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. (EDSR 2.12.2)

Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt as required.(EDSR 5.6)

Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.(EDSR 5.12)

Supply and fixing of blind stripe roller dim out Vista or equivalent make with Haid rail and all material, T&P and labour etc required for proper completion of job as per direction & approved by Engineer-In-Charge. (NSI)

Supply of Executive office table size W1600 X D700 X H750 Particle board top Geeken (Model No. Numero 2) or equivalent make as approved by E/I. (NSI)

Supply of Executive office table size W 1500 X D750 X H750 Particle board top Geeken (Model No. Numero 7) or equivalent make as approved by E/I. (NSI)

Supply & fixing of high back revolving chair PP cushion arm ,gas lift nylon base leatherite tapestry Geeken (Model No. ALTONA 1) or equivalent make as approved by E/I. (NSI)

Supply & Fixing of chair with PP seat back and Powder Coated Metal Frame, Geeken (Model No. GB 403) or Equvalent make as approved by E/I. (NSI )

Supply of steel almirah size W900 X D450 X H1830 Geeken (Model No. GMS 10) or equivalent make as approved by E/I. (NSI)

Supply and fixing steel rack size 1800x900x450 mm with 5 shelves multiflex Geeken (Model No. GMS 20) or equivalent make as approved by E/I.(NSI )

Supply and fixing Geeken (Double Bed ,PLPB) Size L 2060XW1980XH930 or equivalent make as approved by E/I.(NSI )

Supply of mattress Geeken (Double Bed ,PLPB) Size L 2060XW1980XH930 or equivalent Make complete in all respect as approved by E/I.(NSI )

Providing & Fixing of Single Seater Sofa Wooden Frame SS Pipe Leg Leatherette Size L 865X D 755X H750 Geeken (Model No. COLUMBIA1) or equivalent make as approved by E/I.(NSI)

Providing & Fixing of Three Seater Sofa Wooden Frame SS Pipe Leg Leatherette Size L 1920X D 755X H750 Geeken (Model No. COLUMBIA1) or equivalent make as approved by E/I.(NSI)

Providing & fixing of center table Size(1200X600)MM made of SS pipe frame chrome finish with toughened glass top12 mm thick and lower glass 6 mm thick Geeken (Model No. ALICE) or equivalent make as approved by E/I (NSI)

Total (INR excluding GST)

Full Signature ………………………………

Seal of Company

Designation ………………………………