Construction of 220/33kV, 4x60MVA GIS S/s Saraswati Hi-Tech City (Prayagraj) on Turnkey Basis

Total Price for Plant and Equipment to be supplied (S -1)

Total Price for Handling,Erection,Testing & Commissioning Charges Including two years O&M charges (S - 2)

Total Price for Mandatory Spare Parts (S -3)

Total Price for Electrical works

% Discount , if any on Electrical works

Discount in Rs. on Electrical works

NET Price for Electrical works

Price for Civil Works (S-4)

% Discount , if any on civil works

Discount in Rs. on civil works

NET Price for Civil works

Net Lum Sum Bid Price (Elect+Civil) after Discount

Seal of Company

Designation ……………………………………………………………….

Name of Bidder:

Schedule for Supply of Equipments for construction of 220KV Gas Insulated Substation, Saraswati Hi-Tech City (UPSIDA), Prayagraj against e-tender specification no. SD-1048

(Schedule-1)

220kV GIS Equipment

Transformer Bay Module: 245KV, 1600A, 40KA for 3 sec SF6 gas insulated transformer bay module each comprising of SF6 gas insulated circuit breaker (1600A), current transformer (1000-800-500-300/1-1-1-1-1A), having two bus-bar disconnectors (1600A) with common grounding switch, line disconnector with safety grounding switches suitable for Main-I & Main-II bus system, Local Control Cubicle, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 1200 sq mm XLPE cable with cable termination enclosure, Local Control Cubicle and accessories with GIS etc. to complete transformer bay module as per technical specification.

Feeder Bay Module: 245KV, 1600A, 40KA for 3 sec SF6 gas insulated feeder bay module each comprising of SF6 gas insulated circuit breaker (1600A), current transformer (1000-800-500-300/1-1-1-1-1A), having two bus-bar disconnectors (1600A) with common grounding switch, line disconnector with safety grounding switches suitable for Main-I & Main-II bus system, Local Control Cubicle, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 1200 sq mm XLPE cable with cable termination enclosure, Local Control Cubicle and accessories with GIS etc. to complete feeder bay module as per technical specification.

Bus Bars: 245KV, 3 single phase (isolated) units, SF6 gas insulated, metal enclosed 2000A bus bars each enclosed in bus enclosures running along the length of the switchgear to interconnect each of circuit breaker bay module. Each bus bar set shall be complete with voltage transformer, disconnector, safety grounding switch, Local Control Cubicle, SF6 gas monitoring system etc. as per technical specification.

Bus Coupler Bay Module: 245KV, 2000A, 40KA for 3 sec SF6 gas insulated transformer bay module each comprising of SF6 gas insulated circuit breaker (2000A), current transformer (1000-800-500-300/1-1-1-1-1A), having two bus-bar disconnectors (2000A) with common grounding switch suitable for Main-I & Main-II bus system, Local Control Cubicle, SF6 gas monitoring system for complete bay. Local Control Cubicle and accessories with GIS etc. to complete Bus coupler bay module as per technical specification.

Bus Duct: 245KV, 2000A, SF6 Bus Duct with all fixing arrangement from transformer GIS module to transformer ( Bus duct is to be terminated to connect transformer through suitable SF6/Air Bushing via lightning arresters)

Air Bushing: Suitable SF6/Air Bushing for connecting 220KV with Bus duct with all fittings and accessories

33kV GIS Equipment

Transformer Bay Module: 36KV, 2500A, SF6 gas insulated transformer bay module each comprising of SF6 gas circuit breaker(2500A), current transformer (2000-1250-800/1-1-1A), two bus-bar disconnector (2500A) with common grounding switch, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 3x630 sq mm XLPE cable (Considering 120% continuously loading of 33 KV side of 60 MVA transformer) with cable termination enclosure and accessories with GIS, Local Control Cubicle etc. to complete transformer bay module as per technical specification.

33KV Feeder Bay Module: 36 KV, 1250A, SF6 gas insulated feeder bay module each comprising of SF6 gas insulated circuit breaker (1250A), current transformer (800-400-200/1-1-1A), two bus-bar disconnectors (1250A) with common grounding switch, Line disconnector (1250A) with one normal safety grounding switch, & one high speed fault make grounding switch, SF6 gas monitoring system for complete bay, PT, gas insulated terminal for connecting XLPE cable (considering 120% continuously loading) with cable termination enclosure/ and accessories with GIS, Local Control Cubicle etc. to complete Feeder bay module. (out of these 2 nos. bays for LT station transformer) as per technical specification.

Bus Bars: 36KV, 2500A, 3-phase or 1-phase encapsulated unit, SF6 gas insulated, metal enclosed bus bars each enclosed in bus enclosures running along the length of the switchgear to interconnect each of circuit breaker bay module. Each bus bar set shall be complete with voltage transformer, disconnector, safety grounding switch, Local Control Cubicle, SF6 gas monitoring system etc.

Bus Coupler Bay Module: 36KV, 2500A, SF6 gas insulated bus coupler bay module comprising of SF6 gas circuit breaker (2500A), current transformer (ratio 2000-1250-800/1-1-1A), two bus-bar disconnectors (2500A) each with safety grounding switch, Local Control Cubicle, SF6 gas monitoring system for complete bay etc.as per technical specification

Bus Sectionaliser Bay Module: 36KV, 2500A, SF6 gas insulated bus sectionaliser bay module comprising of SF6 gas insulated circuit breaker(2500A), current transformer(2000-1250-800/1-1-1A), disconnector (2500A) with safety grounding switch, SF6 gas monitoring system for complete bay etc. as per technical specification.

Station Transformer

250 KVA, 33/0.4 KV Station Transformer

220kV Equipment

245KV CVT

CVT Junction Box

198KV Polymer type surge arrestor

245KV Bus post insulator

33kV Equipment

30KV surge arrestor (Porcelein type)

30KV surge arrestor (Polymer type)

36KV Bus Post Insulator

36KV Line Isolator with one earth switch

36KV Bus Isolator

CR Panels

Simplex control panel as per technical specification of SAS for 60MVA T/F

Simplex protection panel as per technical specification of SAS for 60 MVA T/F

Simplex control & protction panel as per technical specification of SAS for 220KV feeder

Simplex control and relay panel as per technical specification of SAS for 220KV Bus coupler

Simplex Tripple feeder control and relay panel as per technical specification for 33KV feeder

DISTRIBUTED Type Bus Bar Protection Panel (as per technical specifications of SAS issued by UPPTCL)

Rotational Under Frequency Relay Panel (as per technical specifications of SAS issued by UPPTCL)

Substation autamation system

Optical fibre required for SAS in all respect

Battery & Battery Charger

110V (500AH) Battery

Battery Charger for 110V, 500AH Batteries

110V DC Distribution Board

415 V AC Distribution Board

415 V Lighting Distribution Board (outdoor)

415 V AC Lighting Distribution Board (indoor)

ABT Meter & Metering Cubicle

0.2s accuracy class ABT Energy Meters module as per technical specification.

Metering cubicle for ABT energy meters

Equipment for data integration to SAMAST Module

Network Switch-16 PORT (14CU+2FO)

DCU/COMM GATEWAY

Lan Cable

CONDUIT PIPE,PVC,FLXBLE,50MM

Fiber Optic Armoured cable (6 Core)

LIU,6 PORT, With Patch Cord & Accessories

Network Switch-8 PORT (06CU+2FO)

Fire Fighting System

Mulsifyre system, including erection & commissioning, with all equipments & associated materials on 04 Nos. 60MVA T/F

Water mist and CAF fire extinguisher back pack capacity 10 LTR

Portable AFF mechanical foam type Fire Extinguisher complete with initial charge hose pipe and all other accessories and fittings as as per IS 1024 trolley mounted 45/50 litre capacity

Supply & Erection of following fire extinguisher carbon dioxide as per IS specn. No. 2878/1986 and as per technical specification.

Supply & Erection of sand buckets as per technical specification.

Supply & Erection of sand bucket stand suitable for 10 bucket as per Technical Specn.

Copper Conductor XLPE Power Cable

220KV,1-core 1200 mm2, XLPE copper conductor Power Cable

33KV, 1-core 630mm2, XLPE copper conductor Power Cable

Single core 500 sq mm copper conductor PVC insulated 6.6 kV grade earthing cable

Single phase Link Box with/without SVL as required

Cable termination kits

220KV,1-core 1200 mm2, XLPE copper conductor Power Cable (gantry & transformer End, for 220KV feeders)

220KV,1-core 1200 mm2, XLPE copper conductor Power Cable (GIS End, for 220KV feeders & HV side of 60 MVA t/f)

33KV, 630 mm2, XLPE Power Cable outdoor termination kit (33KV side of TRANSFORMER )

33KV, 630 mm2, XLPE Power Cable indoor termination kit (33KV side of transformer GIS end)

Earthing

40mm MS rod

40mm MS rod electrode 3000mm long

75x10mm MS Flat

50x6mm MS Flat

25x6mm MS Flat

75x12mm Copper Flat

50x6mm Copper Flat

Structures

Main Structure

Auxilliary Structure

Supply of 1.1KV PVC FRLS Armoured Power & Control Cables Armoured Aluminium Power Cable

Armoured Copper Control Cables

Conductors

ACSR Moose

ACSR Zebra

ACSR Panther

Hardware Fittings

70KN Anti fog type Disc Insulator

Single Tension Fittings Suitable for ACSR Moose

Single Suspension Fittings Suitable for ACSR Moose

Single Tension Fittings Suitable for ACSR Zebra

Single Suspension Fittings Suitable for ACSR Zebra

Double Tension Fittings Suitable for ACSR Zebra

Double Suspension Fittings Suitable for ACSR Zebra

PG Clamps suitable for Zebra / Zebra

PG Clamps suitable for Zebra / Panther

PG Clamps suitable for Panther / Panther

Bus Post Clamp suitable for Moose

Bus Post Clamp suitable for Zebra

Bus Post Clamp suitable for Twin Zebra

Spacer for TWIN Zebra

36 KV Drop Out Fuse Set with Post Insulators

10MVAR 33KV Capacitor Bank with all associated equipment except C&R Panel(oil cooled cu wound reactor type)

Illumination System for complete substation (indoor + outdoor) LED type only

Control Room Building

GIS Halls

Relay & Protection Panel Rooms

DG Set Area

Switchyard/ Street LED Lighting including LED high mast lighting system as per technical specification

Self supported aluminium ladder as per technical specification

Complete air conditioning system

Window AC with all accessories & Stablizer ( Not less than 2 Ton Capacity)

Split AC with all accessories & Stablizer ( Not less than 2 Ton Capacity)

CCTV Security System

CABLE TRAY

LADDER TYPE CABLE TRAY

100KVA silent type DG set as per UPPTCL's specn.

Pale Fencing

EOT Crane

EOT Crane for 220KV GIS room (6MT or more capacity)

Air Handling Unit/Ventillation system for 220 kv GIS hall for GIS

Air Handling Unit for 220KV GIS Hall

Air Handling Unit for 33KV GIS Hall

Comunication Equipments

Base equipment suitable for 04 directions in subrack fully equipped with all necessary common cards, power supply card, other hardware & acccessories including 10 Nos. optical pathch cords of lengths as per site requirements, DDF etc. fully equiped should also support of STM-1 & STM-4 interfaces with redundant CPU.

Short Haul, STM-16 1310nm SFP Transceiver- S-16.1

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

LONG HAUL,STM-16,1550NM SFP L16.2

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

L2Etherner Interfaces 10/100 Base T (16 Interfaces with Minimum 2 Cards)

VOIP Phone

Equipment cabinet for SDH and DTPC 2200mm (h) including 100mm base, wxd should be suitable for 19" or 23" Rack.(Alongwith 220/110V to 48V DC-DC Converter)

MDF (200 Pairs), mounted in cabinet.

04 Command Standalone Digital Tele-protection Couples fully equipped with all necessary common cards, power supply cards, other hardware accessories, connectors, cables, subrack with E1 pathe cord srt of 04 etc.

DC Equipments for communication system

48Volt, Battery Charger (50A+110A FCBC).

48Volt, 500AH maintenance Free, VRLA Battery set with standard Acessories.

48V DCDB

Testing & Maintenance Equipment for GIS

Bottle for SF6 gas filled with SF6 gas ( 50 KG each)

Earth resistance tester (4 terminal digital type with data storage and retrieval) (Megger or equivalent make).

Automatic testing kit for BDV measurement of T/F oil (Megger or equivalent make).

10KV Digital battery operated meggar (Meggar )

3 meter long Earthing / Discharge Rod having 10 meter, 18mm2 multi strads PVC Copper Cable (220kV Voltage class)

Earth fault Detection Meter

Thermal Imaging / Thermovision Camera

SF6 gas leakage detector

Digital multi meter (Motvani make)

SF6 Moisture Dew Point Meter

All Types of Coupling for SF6 Gas (1 No. of Each Type)

SF-6 gas filling and evacuating plant as per 220/132 KV GIS S/S TS

Tan delta/Capacitance measurment test kit

Contact resistanse meter

Circuit breaker operational analyser

Seal of Company

Designation ……………………………………………….

Name of Bidder:

Schedule for Handling, Erection, Testing & Commissioning Charges of Equipments for construction of 220KV Gas Insulated Substation, Saraswati Hi-Tech City (UPSIDA), Prayagraj against e-tender specification no. SD-1048

(Schedule-2)

220/33kV, 60MVA

220kV GIS Equipment

Transformer Bay Module: 245KV, 1600A, 40KA for 3 sec SF6 gas insulated transformer bay module each comprising of SF6 gas insulated circuit breaker (1600A), current transformer (1000-800-500-300/1-1-1-1-1A), having two bus-bar disconnectors (1600A) with common grounding switch, line disconnector with safety grounding switches suitable for Main-I & Main-II bus system, Local Control Cubicle, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 1200 sq mm XLPE cable with cable termination enclosure, Local Control Cubicle and accessories with GIS etc. to complete transformer bay module as per technical specification.

Feeder Bay Module: 245KV, 1600A, 40KA for 3 sec SF6 gas insulated feeder bay module each comprising of SF6 gas insulated circuit breaker (1600A), current transformer (1000-800-500-300/1-1-1-1-1A), having two bus-bar disconnectors (1600A) with common grounding switch, line disconnector with safety grounding switches suitable for Main-I & Main-II bus system, Local Control Cubicle, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 1200 sq mm XLPE cable with cable termination enclosure, Local Control Cubicle and accessories with GIS etc. to complete feeder bay module as per technical specification.

Bus Bars: 245KV, 3 single phase (isolated) units, SF6 gas insulated, metal enclosed 2000A bus bars each enclosed in bus enclosures running along the length of the switchgear to interconnect each of circuit breaker bay module. Each bus bar set shall be complete with voltage transformer, disconnector, safety grounding switch, Local Control Cubicle, SF6 gas monitoring system etc. as per technical specification.

Bus Coupler Bay Module: 245KV, 2000A, 40KA for 3 sec SF6 gas insulated transformer bay module each comprising of SF6 gas insulated circuit breaker (2000A), current transformer (1000-800-500-300/1-1-1-1-1A), having two bus-bar disconnectors (2000A) with common grounding switch suitable for Main-I & Main-II bus system, Local Control Cubicle, SF6 gas monitoring system for complete bay. Local Control Cubicle and accessories with GIS etc. to complete Bus coupler bay module as per technical specification.

Bus Duct: 245KV, 2000A, SF6 Bus Duct with all fixing arrangement from transformer GIS module to transformer ( Bus duct is to be terminated to connect transformer through suitable SF6/Air Bushing via lightning arresters)

Air Bushing: Suitable SF6/Air Bushing for connecting 220KV with Bus duct with all fittings and accessories

33kV GIS Equipment

Transformer Bay Module: 36KV, 2500A, SF6 gas insulated transformer bay module each comprising of SF6 gas circuit breaker(2500A), current transformer (2000-1250-800/1-1-1A), two bus-bar disconnector (2500A) with common grounding switch, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 3x630 sq mm XLPE cable (Considering 120% continuously loading of 33 KV side of 60 MVA transformer) with cable termination enclosure and accessories with GIS, Local Control Cubicle etc. to complete transformer bay module as per technical specification.

33KV Feeder Bay Module: 36 KV, 1250A, SF6 gas insulated feeder bay module each comprising of SF6 gas insulated circuit breaker (1250A), current transformer (800-400-200/1-1-1A), two bus-bar disconnectors (1250A) with common grounding switch, Line disconnector (1250A) with one normal safety grounding switch, & one high speed fault make grounding switch, SF6 gas monitoring system for complete bay, PT, gas insulated terminal for connecting XLPE cable (considering 120% continuously loading) with cable termination enclosure/ and accessories with GIS, Local Control Cubicle etc. to complete Feeder bay module. (out of these 2 nos. bays for LT station transformer) as per technical specification.

Bus Bars: 36KV, 2500A, 3-phase or 1-phase encapsulated unit, SF6 gas insulated, metal enclosed bus bars each enclosed in bus enclosures running along the length of the switchgear to interconnect each of circuit breaker bay module. Each bus bar set shall be complete with voltage transformer, disconnector, safety grounding switch, Local Control Cubicle, SF6 gas monitoring system etc.

Bus Coupler Bay Module: 36KV, 2500A, SF6 gas insulated bus coupler bay module comprising of SF6 gas circuit breaker (2500A), current transformer (ratio 2000-1250-800/1-1-1A), two bus-bar disconnectors (2500A) each with safety grounding switch, Local Control Cubicle, SF6 gas monitoring system for complete bay etc.as per technical specification

Bus Sectionaliser Bay Module: 36KV, 2500A, SF6 gas insulated bus sectionaliser bay module comprising of SF6 gas insulated circuit breaker(2500A), current transformer(2000-1250-800/1-1-1A), disconnector (2500A) with safety grounding switch, SF6 gas monitoring system for complete bay etc. as per technical specification.

Station Transformer

250 KVA, 33/0.4 KV Station Transformer

220kV Equipment

245KV CVT

CVT Junction Box

198KV Polymer type surge arrestor

245KV Bus post insulator

33kV Equipment

30KV surge arrestor (Porcelein type)

30KV surge arrestor (Polymer type)

36KV Bus Post Insulator

36KV Line Isolator with one earth switch

36KV Bus Isolator

CR Panels

Simplex control panel as per technical specification of SAS for 60MVA T/F

Simplex protection panel as per technical specification of SAS for 60 MVA T/F

Simplex control & protction panel as per technical specification of SAS for 220KV feeder

Simplex control and relay panel as per technical specification of SAS for 220KV Bus coupler

Simplex Tripple feeder control and relay panel as per technical specification for 33KV feeder

DISTRIBUTED Type Bus Bar Protection Panel (as per technical specifications of SAS issued by UPPTCL)

Rotational Under Frequency Relay Panel (as per technical specifications of SAS issued by UPPTCL)

Substation autamation system

Optical fibre required for SAS

Battery & Battery Charger

110V (500AH) Battery

Battery Charger for 110V, 500AH Batteries

110V DC Distribution Board

415 V AC Distribution Board

415 V Lighting Distribution Board (outdoor)

415 V AC Lighting Distribution Board (indoor)

ABT Meter & Metering Cubicle

0.2s accuracy class ABT Energy Meters module as per technical specification.

Metering cubicle for ABT energy meters

Equipment for data integration to SAMAST Module

Fire Fighting equipments

Copper Conductor XLPE Power Cable Laying

220KV,1-core 1200 mm2, XLPE copper conductor Power Cable

33KV, 1-core 630mm2, XLPE copper conductor Power Cable

Single core 500 sq mm copper conductor PVC insulated 6.6 kV grade earthing cable

Single phase Link Box with/without SVL as required

Cable termination kits

220KV,1-core 1200 mm2, XLPE copper conductor Power Cable (gantry & transformer End, for 220KV feeders)

220KV,1-core 1200 mm2, XLPE copper conductor Power Cable (GIS End, for 220KV feeders & HV side of 60 MVA t/f)

33KV, 630 mm2, XLPE Power Cable outdoor termination kit (33KV side of TRANSFORMER )

33KV, 630 mm2, XLPE Power Cable indoor termination kit (33KV side of transformer GIS end)

Laying of Earthing Material in all respect

40mm MS rod

40mm MS rod electrode 3000mm long

75x10mm MS Flat

50x6mm MS Flat

25x6mm MS Flat

75x12mm Copper Flat

50x6mm Copper Flat

Structures

Main Structure 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

Laying of 1.1KV PVC FRLS Armoured Power & Control Cables including Terminations of cables (COMPLETE IN ALL RESPECT)

Armoured Aluminium Power Cable

Armoured Copper Control Cables

Stringing of Conductors

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

36 KV Drop Out Fuse Set with Post Insulators

10MVAR 33KV Capacitor Bank with all associated equipment except C&R Panel(oil cooled cu wound reactor type)

Erection of Lighting/ Illumination System for complete substation (indoor + outdoor) LED type in all respect

Control Room Building

GIS Halls

Relay & Protection Panel Rooms

DG Set Area

Switchyard/ Street LED Lighting including LED high mast lighting system as per technical specification

Complete air conditioning system

Window AC with all accessories & Stablizer ( Not less than 2 Ton Capacity)

Split AC with all accessories & Stablizer ( Not less than 2 Ton Capacity)

CCTV Security System

CABLE TRAY

LADDER TYPE CABLE TRAY

100KVA silent type DG set as per UPPTCL's specn.

Pale Fencing

EOT Crane

EOT Crane for 220KV GIS room (6MT or more capacity)

Air Handling Unit/Ventillation system for 220 kv GIS hall for GIS

Air Handling Unit for 220KV GIS Hall

Air Handling Unit for 33KV GIS Hall

Comunication 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 card, other hardware & acccessories including 10 Nos. optical pathch cords of lengths as per site requirements, DDF etc. fully equiped should also support of STM-1 & STM-4 interfaces with redundant CPU. 2.Short Haul, STM-16 1310nm SFP Transceiver- S-16.1 3.Long Haul, STM-16 1310nm SFP Transceiver- L-16.1 4.LONG HAUL,STM-16,1550NM SFP L16.2 5.E1 Interfaces (120 Ohm) (32 Interfaces with 2 Cards) 6. L2Etherner Interfaces 10/100 Base T (16 Interfaces with Minimum 2 Cards) 7.VOIP Phone 8.Equipment cabinet for SDH and DTPC 2200mm (h) including 100mm base, wxd should be suitable for 19" or 23" Rack.(Alongwith 220/110V to 48V DC-DC Converter) 9.MDF (200 Pairs), mounted in cabinet. 10. 04 Command Standalone Digital Tele-protection Couples fully equipped with all necessary common cards, power supply cards, other hardware accessories, connectors, cables, subrack with E1 pathe cord srt of 04 etc. (COMPLETE IN ALL RESPECT)

DC Equipments for communication system

48Volt, Battery Charger (50A+110A FCBC).

48Volt, 500AH maintenance Free, VRLA Battery set with standard Acessories.

48V DCDB

Transportation of 60MVA Transformers from any of UPPTCL Substation to 220kV GIS S/s UPSIDA Prayagraj and change of gasket

O&M Charges for 2 years

Total (In Rs.)

Seal of Company

Full Signature …………………………………………………………….

Designation ……………………………………………………………….

Name of Bidder:

BILL OF QUANTITION FOR SUPPLY OF MANDATORY SPARES PARTS FOR construction of 220KV Gas Insulated Substation, Saraswati Hi-Tech City (UPSIDA), Prayagraj against e-tender specification no. SD-1048

SCHEDULE- 3

Total (In Rs.)

Name of Bidder:

Bill of Quantity

Work Name :- Construction of Security wall, Hut, Gate, Main Gantry, Aux. Foundation, Cable Trenches, Transformer Foundation, Fire wall, Capacitor Bank, C.C. Road, Culvert, Control Room Building, Store Room, Gate, Sump House, Chain link, Drain, Fire Hydrant System & 10 KL O.H Tank, Water Harvesting for CRB, Tube Well Boring, Water supply works, Park & Plantation, Turfing, Mis. Development Work and 1 No Type-IV, 1 No Type-III, 4Nos Type II (2 Nos. GF+2 Nos. FF) Residences at 220/33 KV GIS Sub - Station, Saraswati Hi-tech City, Prayagraj against SD-1048

SCHEDULE- 4

Earth work in excavation 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. in All kinds of soil (Code No. 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. in All kinds of soil (Code No. 2.8.1)

Excavating, supplying, stacking and filling of local earth (including royalty) 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. (Code No. 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 (Code No. 2.26.1)

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (Code No. 2.27)

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 (Code No. 2.28.1)

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. (Code No. 2.31)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) (Code No. 4.1.2)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) (Code No. 4.1.8)

Providing and laying cement concrete in 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: 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). (Code No. 4.2.2)

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns (Code No. 4.3.1)

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). (Code No. 4.11)

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. (Code No. 4.12)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :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) (Code No. 5.1.2)

Reinforced cement concrete work 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 :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) (Code No. 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). (Code No. 5.3)

Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° 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). (Code No. 5.5)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (Code No. 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. (Code No. 5.9.2)

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (Code No. 5.9.3)

Centering and shuttering including strutting, propping etc. and removal of form for Shelves (Cast in situ) (Code No. 5.9.4)

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers (Code No. 5.9.5)

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts (Code No. 5.9.6)

Centering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding landings) except spiral-staircases (Code No. 5.9.7)

Centering and shuttering including strutting, propping etc. and removal of form for Arches, domes, vaults up to 6 m span (Code No. 5.9.9)

Centering and shuttering including strutting, propping etc. and removal of form for Weather shade, Chajjas, corbels etc., including edges (Code No. 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 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) (Code No. 5.11.1)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (Code No. 5.22.6)

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. (Code No. 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) (Code No. 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) (Code No. 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) (Code No. 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) (Code No. 6.4.2)

Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. (Code No. 6.8)

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :Cement mortar 1:4 (1 cement : 4 coarse sand) (Code No. 6.12.2)

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) (Code No. 6.13.2)

Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work (Code No. 8.3.2)

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (Code No. 8.31)

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 pane (weight not less than 10kg/sqm). (Code No. 9.7.7.1)

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (Code No. 8.31)

Providing and fixing ISI marked flush door shutters 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. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (Code No. 9.20.2)

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.( Code No. 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(Code No. 9.21.2)

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. (Code No. 9.83)

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 (Code No. 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 : 150x10 mm (Code No. 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 (Code No. 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 (Code No. 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. Single rubber stopper (Code No. 9.101.1)

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 (Code No. 9.101.2)

Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. With 2nd class teak wood beading 62X19 mm (Code No. 9.135.1)

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. (Code No. 10.2)

Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer (Code No. 10.4)

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 M.S. angels 40x40x6 mm for diagonal braces (Code No. 10.5.1)

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 (Code No. 10.5.2)

Supplying and fixing rolling shutters 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.80x1.25 mm M.S. laths with 1.25 mm thick top cover (Code No. 10.6.1)

Providing and fixing ball bearing for rolling shutters. (Code No. 10.7)

Extra for providing mechanical device chain and crank operation for operating rolling shutters.Exceeding 10.00 sqm and upto 16.80 sqm in the area (Code No. 10.8.1)

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).ixing 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) (Code No. 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.( Code No. 10.18)

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete (Code No. 10.25.1)

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (Code No. 10.25.2)

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (Code No. 10.28)

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides (Code No. 10.29.1)

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes (Code No. 10.30.1)

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. (Code No. 11.2)

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate (Code No. 11.3.1)

Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick (Code No. 11.13.1)

Providing and fixing 10 mm thick acid and/or alkali resistant tiles 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. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) Acid and alkali resistant tile (Code No. 11.21.1.1)

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick (Code No. 11.26.1)

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. (Code No. 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. (Code No. 11.37A )

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm (Code No. 11.41.2)

Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Double charge vitrified tile polished finish of size 600 x 600 mm. (Code No. 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 (Code No. 11.56.1)

Providing and fixing 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. 75 mm diaMeter (Code No. 12.41.1)

Providing and fixing 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. 110 mm diaMeter (Code No. 12.41.2)

Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking 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 galvanised 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. 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. (Code No. 12.52.3)

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (Code No. 13.4.1)

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (Code No. 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) (Code No. 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) (Code No. 13.5.2)

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster (Code No. 13.9.1)

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaster. (Code No. 13.9.2)

6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) (Code No. 13.16.1)

Neat cement punning. (Code No. 13.18)

Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. (Code No. 13.21)

Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. (Code No. 13.22)

White washing with lime to give an even shade : New work (three or more coats) (Code No. 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) (Code No. 13.46.1)

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 (Code No. 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. (Code No. 13.80)

Wall painting with 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.Two coats (Code No. 13.83.2)

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (Code No. 15.3)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar (Code No. 15.7.4)

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. (Code No. 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. (Code No. 16.1)

Supplying at site :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). (Code No. 16.15.2)

Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) (Code No. 16.45)

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) (Code No. 16.53)

Providing and fixing G.I. 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. Made of G.I. wire of dia 4 mm (Code No. 16.70.1)

Providing and laying C.C. pavement of mix M-25 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). (Code No. 16.75-16.76)

Construction of granular sub-base by providing close graded 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. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 (Code No. 16.78.2)

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & 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. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. (Code No. 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 (Code No. 17.1.1)

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 : W.C. pan with ISI marked white solid plastic seat and lid (Code No. 17.2.1)

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 (Code No. 17.3.1)

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern (Code No. 17.4.1)

Providing and fixing 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: White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps (Code No. 17.7.3)

Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. (Code No. 17.8)

Providing and fixing Stainless Steel A 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 : Kitchen sink with drain board 510x1040 mm bowl depth 225 mm (Code No. 17.10.1.2)

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 : ( Code No.17.10.2.2)

Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 10 litre capacity - White (Code No. 17.18.1)

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia (Code No. 17.28.2.1)

Providing and fixing 100 mm sand cast Iron grating for gully trap. (Code No. 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. (Code No. 17.31)

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 (Code No. 17.60.1.3)

Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. (Code No. 17.72)

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. (Code No. 17.73.2)

Providing and fixing 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 work15 mm nominal dia Pipes (Code No. 18.9.1)

Providing and fixing 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 20 mm nominal dia Pipes (Code No. 18.9.2)

Providing and fixing 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 25 mm nominal dia Pipes (Code No. 18.9.3)

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 15 mm dia nominal bore (Code No. 18.10.1)

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 20 mm dia nominal bore (Code No. 18.10.2)

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 25 mm dia nominal bore (Code No. 18.10.3)

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 40 mm dia nominal bore (Code No. 18.10.5)

Providing and fixing G.I. Pipes 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 : 15 mm dia nominal bore (Code No. 18.11.1)

Providing and fixing G.I. Pipes 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 : 20 mm dia nominal bore (Code No. 18.11.2)

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 15 mm dia nominal bore (Code No. 18.12.1)

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 20 mm dia nominal bore (Code No. 18.12.2)

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 25 mm dia nominal bore (Code No. 18.12.3)

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 32 mm dia nominal bore (Code No. 18.12.4)

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 40 mm dia nominal bore (Code No. 18.12.5)

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 50 mm dia nominal bore (Code No. 18.12.6)

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 65 mm dia nominal bore (Code No. 18.12.7)

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 80 mm dia nominal bore (Code No. 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 (Code No. 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 (Code No. 18.13.2)

Providing and fixing brass bib cock of approved quality : 15 mm nominal bore (Code No. 18.15.1)

Providing and fixing brass stop cock of approved quality : 15 mm nominal bore (Code No. 18.16.1)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore (Code No. 18.17.1)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20 mm nominal bore (Code No. 18.17.1A)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore. (Code No. 18.17.2)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore (Code No. 18.17.3)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore (Code No. 18.17.4)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 65 mm nominal bore (Code No. 18.17.5)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore (Code No. 18.17.6)

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore (Code No. 18.18.1)

Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore (Code No. 18.21.2.1)

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter (Code No. 18.22.1)

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter (Code No. 18.22.2)

Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : 100 mm dia pipe (Code No. 18.27.1)

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm diameter Class I (Code No. 18.31.1.1)

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 125 mm diameter Class II (Code No. 18.31.2.2)

Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested : Up to 6 metres depth (Code No. 18.42.1)

Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested : Beyond 6 m and up to 12 m depth (Code No. 18.42.2)

Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested : Beyond 12 m and up to 18 m depth (Code No. 18.42.3)

Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. (Code No. 18.43)

Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well. (Code No. 18.44)

Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. (Code No. 18.45)

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. (Code No. 18.48)

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore (Code No. 18.49.1)

Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore (Code No. 18.50.1)

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore (Code No. 18.51.1)

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore (Code No. 18.52.1)

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore (Code No. 18.53.1)

Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. (Code No. 18.53A)

Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 122mm long, weighing not less than 99 gms (Code No.18.54.2)

Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (Code No. 18.65)

Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 15 mm nominal bore with 30cm length (Code No. 18.74.1)

Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 15 mm nominal bore, weighing not less than 32 gms (Code No. 18.75.1)

Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 20 mm nominal bore, weighing not less than 40 gms (Code No. 18.75.2)

Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 25mm nominal bore, weighing not less than 62 gms (Code No. 18.75.3)

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 (Code No. 19.18.2)

Making soak pit 2.5 m diameter 3.0 metre 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 (Code No. 19.32.1)

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. 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 450 mm dia RCC pipes. (Code No. 19.35.1)

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. 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 600 mm dia RCC pipes. (Code No. 19.35.2)

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. 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 900 mm dia RCC pipes. (Code No. 19.35.3)

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter 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) : 300 mm dia piles (Code No. 20.3.1)

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter 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) : 400 mm dia piles (Code No. 20.3.2)

Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 300 mm dia piles (Code No. 20.4.1)

Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 400 mm dia piles (Code No. 20.4.2)

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 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 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)(Code No. 21.1.1.1)

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) (Code No. 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 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 shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)(Code No. 21.1.2.1)

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 shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) (Code No. 21.1.2.2)

Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side (Code No. 21.2.1)

Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on both sides (Code No. 21.2.2)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)(Code No. 21.3.1)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) (Code No. 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. complete as per the direction of Engineer-in-charge. With stainless steel cover plate minimum 1.25 mm thickness (Code No. 21.4.1)

Boring/drilling bore well of required 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 metre depth below ground level. All types of soil 300 mm dia (Code No. 23.1.1.1)

Boring/drilling bore well of required 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 metre & upto 150 metre depth below ground level. All types of soil 300 mm dia (Code No. 23.2.1.1)

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. (Code No. 23.5)

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (Code No. 23.6)

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (Code No. 23.7)

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. (Code No. 23.8)

Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. (Code No. 23.9)

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 (Code No. 23.10.2)

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. 200 mm nominal size dia having minimum wall thickness 5.40 mm (Code No. 23.10.3)

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. 150 mm nominal size dia (Code No. 23.11.2)

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. (Code No. 23.12)

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. (Code No. 27.22)

Supplying and drawing following 3 x 4 sq. mm sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. (Code No. 27.23)

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 (Code No. 27.01)

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 (Code No. 27.02)

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. (Code No. 27.03)

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. 25 mm (Code No. 27.04)

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (Code No. 27.05)

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 4 sq. mm + 1 X 4 sq. mm earth wire (Code No. 27.06)

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 6 sq. mm + 1 X 6 sq. mm earth wire (Code No. 27.07)

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 metre long etc. with charcoal/ coke and salt as required. (Code No. 27.08)

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. (Code No. 27.09)

Supplying and fixing 5 amps to 32 amps rating, 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. Single pole (Code No. 27.10)

Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps (Code No. 27.11)

Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps (Code No. 27.12)

Supplying and fixing following way, 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) 4 way (4 + 12), Double door (Code No. 27.13)

Supplying and fixing of following ways 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.) 4 way (4 + 12), Double door (Code No. 27.14)

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. (Code No. 27.15)

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 Civil 10.18) (Code No. 10.18)

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) (Code No. 27.16)

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) (Code No. 27.17)

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) (Code No. 27.18)

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) (Code No. 27.19)

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) (Code No. 27.20)

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) (Code No. 27.21)

Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). (Code No. 28.02)

Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). (Code No. 28.01)

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). (Code No. 28.04)

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge (Code No. 28.03)

Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) Holes 60 cm dia, and 60 cm deep (Code No. 28.05)

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 (Code No. 28.14)

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. (Code No. 28.16)

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. (Code No. 28.17)

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. (Code No. 28.10)

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. (Code No. 28.11)

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. (Code No. 28.12)

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. (Code No. 28.13)

Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. (Code No. 28.09)

Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. (Code No. 28.07)

Providing and stacking of Mangifera indica (Mango-grafted ) of height 60-75 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. (Code No. 28.08)

Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. (Code No. 28.20)

Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. (Code No. 28.06)

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. (Code No. CSI-5.31)

Supply and filling brick bat in soak pit including all labour,material and T&P etc complete. (for 01 soak pit)(CSI NO.6.23 )

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. (Code No. CSI-8.60)

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 (Code No. CSI-9.12)

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) . (Code No. CSI-9.13)

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. (Code No. CSI-9.14)

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) . (Code No. CSI-9.15)

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. (Code No. CSI-9.26)

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) (Code No. CSI-9.28)

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) . (Code No. CSI-9.30)

Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only). (Code No. CSI-9.31)

Same in NSI item-23 above but for auxiliary structure. (labour rate only). (Code No. CSI-9.32)

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). (Code No. CSI-9.33)

Providing (12x15) mm section groove in plaster including all material, labour and T&P etc. required for proper completion of the work. (Code No. CSI-11.16)

Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. (Code No. CSI-11.18)

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 (Code No. CSI-12.26)

As in NSI item No.-35 above but 4.0 cm thick floor in 1:1.5:3 concrete with out base concrete. (Code No. CSI-12.28)

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 (Code No. CSI-13.28)

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 perimetre 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 perimetre 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. (Code No. CSI-17.01)

Providing and fixing MS reducer for making tubewell assembly , including cost of all labour, materials and T&P required for assembly making and proper completion of work. b)200x150 mm (Code No. CSI-19.15 b)

Supply and fixing of M.S. bail plug of heavy quality including all labour material & T&P. 200 mm dia. (Code No. CSI-19.17)

Supply and fixing of MS top plug of heavy quality including all labour material & T&P. 200 mm dia (Code No. CSI-19.18 d)

Supply and fixing support clamps for column pipes made out of MS flats, pairs of bolt-nuts etc complete with all material, labour, T&P. 40 mm dia. (Code No. CSI-19.24 d)

Lowering of 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. 80/65/50/40/32 mm dia. (Code No. CSI-19.27)

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. (Code No. CSI-19.28)

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). (Code No. CSI-19.29)

Supply & installation of electrical control panel of L&T / Havells or equivalent make for submersible pump / pumpset containing contractor relay condenser. d) for 5 H.P pump set three phase (Code No. CSI-19.31 d)

Supply & installation of electrical control panel of L&T / Havells or equivalent make for submersible pump / pumpset containing contractor relay condenser. e) for 7.5 H.P pump set three phase (Code No. CSI-19.31 e)

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. f) three phase 7.5 HP outlet 65 mm dia. or more, Head 57/46, Discharge 24000/30000 LPH (Code No. CSI-19.32 f)

Supply & fixing of steel wire rope for submersible pump including cost of labour, T&P and material required for completion of work. (Code No. CSI-19.34)

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. (Code No. CSI-20.11)

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. (Code No. CSI-26.24)

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. (Code No. CSI-26.25)

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. (Code No. CSI-27.19)

Providing and laying 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. c) 110 mm Dia. (Code No. CSI-27.29 c)

Providing and fixing SWR, PVC ( Finolex or equivalent ) Bends including cost of all materials, labour and T&P etc required for proper completion of the work. 110 mm dia (Code No. CSI-27.30 c)

Providing and fixing SWR, PVC ( Finolex or equivalent )Trap including cost of all materials, labour and T&P etc required for proper completion of the work. 110 mm dia (Code No. CSI-27.31 c)

Providing and fixing SWR, PVC ( Finolex or equivalent ) Socket including cost of all materials, labour and T&P etc required for proper completion of the work. 110 mm dia (Code No. CSI-27.32 c)

Providing and fixing SWR, PVC ( Finolex or equivalent ) Coupler including cost of all materials, labour and T&P etc required for proper completion of the work. 110 mm dia (Code No. CSI-27.33 c)

Providing and fixing SWR, PVC ( Finolex or equivalent ) plain Tee including cost of all materials, labour and T&P etc required for proper completion of the work. 110 mm dia (Code No. CSI-27.34 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 (Code No. CSI-28.03)

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 (Code No. CSI-28.04)

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. (Code No. CSI-28.05)

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. (Code No. CSI-28.06)

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. (Code No. CSI-28.07)

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. (Code No. CSI-28.08)

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. (Code No. CSI-28.12)

Providing & laying of 2 mm thick epoxy flooring with chemcical (conpro EP 2P,conpro EP 36,conpro EPSL1) including all materials, labour & T&P etc. required for proper completion of work. (Code No. CSI-28.32)

Supply and Installation in complete respect of 2 Ton Split AC 5 star (O General, Hitachi, Daikin make ) along with 5 KVA V Guard or equivalent make stabilizers, stands, drain pipes etc including all labour and T&P and all related works as required for proper installation and running of the system complete in all respects as approved by Engineer In Charge. (Code No. CSI-28.35)

Supply and Installation in complete respect of 1.5 Ton Split AC 5 star (O General, Hitachi, Daikin make ) along with 5 KVA V Guard or equivalent make stabilizers, stands, drain pipes etc including all labour and T&P and all related works as required for proper installation and running of the system complete in all respects as approved by Engineer In Charge. (Code No. CSI-28.36)

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. (Code No. CSI-28.37)

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. (Code No. CSI-28.38)

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. (Code No. CSI-28.40)

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. (Code No. CSI-28.41)

Hydraulic Excavator of 1 CuM bucket+(10% Contractor preofit) (Material item no 51 Ch. 1)

Providing and Fixing of Geeken make Executive Table, Particle Board Top, Fixed Metal Pedestal, Metal Frame, Powder Coated, Size in mm W1500 X D750 X H750 (Product Code-CLASSIC 15)

Providing and Fixing of Geeken make- Visitor Chair, Metallic PP Cushion Arm, Metallic Powder Coated Pipe Stand, Leatherette Tapestry (Product Code-GP 110 A)

Providing and Fixing of Geeken make- Steel Almirah, 2 Doors, 4 Adjustable Shelf, Thickness 0.8mm, W915 X D485 X H1980 (Product Code-GMS 14)

Providing and Fixing of Geeken make- Visitor Chair, PU Fixed Handle, Chrome Plated Frame, Leatherette Tapestry (Product Code-GP 178)

Providing and Fixing of Geeken make- Single Seater Sofa, Wooden Frame, SS Pipe Leg,Size in mm-830(L)X780(D)X755(H),Leatherette(Product Code-HENLEY-1)

Providing and Fixing of Geeken make- 3Seater Sofa, Wooden Frame, SS Pipe Leg, Size in mm-1825 (L)X780(D) X755(H), Leatherette (Product Code-HENLEY 3)

Providing and Fixing of Geeken make- Centre Table, SS Pipe Frame, PLPB Edge Banded Top, 18 mm Thick, 1200 x 600 (Product Code-LIBRA)

Providing and Fixing of Geeken make- Computer Desk, Particle Board Edge Banded Top, W1500 X D750 X H750 (Product Code-COMPUTER DESK 1)

Providing and Fixing of Geeken make- Wooden Bed, Particle Board Structure, Powder Coated Pipe Frame, Without Mattress, PPCP Shoes, L2060 X W 1131 X H 930 (Product Code-HOSTEL 10)

Providing and Fixing of Geeken make- Metal Book Case, 4 Doors, Thickness 0.8mm, W915 X D320 X H1750 (Product Code-GMS 19)

Total Rs

Amount In Words (Rs. ………………………………)

Conditions

The quantities in BOQ are tentative and may vary to any extent or deleted during execution as per actual approved lay out plan & site condition.

Pozzlona Portland cement confirming to IS 1489 (Part 1) 1991 of approved quality like ACC,Ultra-Tech, Birla or equi. Shall only be used.

Overweight steel section within tolerance shall be measured at standard weight and underweight steel section within tolerance shall be measured at actual weight.

In case any change in Bill of Quantity is suggested by higher authority that will be binding on the contractor.

Labor Cess, Royalty and all other taxs will be the liability of the firm/contractor, only GST will be paid by the department.

The firm should observe the work site before participating in the tender.

All work will be done according to UPPWD/UPPTCL specification or as per direction by the Engineer Incharge.

Test of all the construction materials shall be done by the contractor at their own cost from the lab approved by NABL as per direction Engineer Incharege .In case of unsatisfactory test result the dismanteling and reconstruction of structure shall be done by the contractor at their own cost.

During the work, the entire responsibility of protecting the human power (labor, mason etc.) appointed at the construction site will be of the firm/contractor and the entire responsibility of any untoward incident will be of the firm/contractor.

For the construction JCB Machine etc will be taken to switch yard only with the written permission of the related JE (Civil)/SDO (Civil). In case of any accident the entire responsibility of the damage will be of the Contractor.

Seal of Company

Designation ……………………………………………………………….