Upgradation of 132/33kV Substation Salempur, Deoria to 220kV GIS Substation Salempur, Deoria 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- 1

SCHEDULE FOR SUPPLY OF EQUIPMENTS FOR UPGRADATION OF 132 KV S/S SALEMPUR TO 220/132 KV GIS SUBSTATION SALEMPUR-DEORIA

Unit Ex-Work Prices

245 KV GIS Equipments

Transformer Bay Module: 245 KV, 1600A, 40KA for 3 sec SF-6 gas insulated transformer bay module each comprising of SF-6 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, SF-6 gas monitoring system for complete bay. Three 1-Phase SF-6 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: 245 KV, 1600A, 40KA for 3 sec SF-6 gas insulated feeder bay module each comprising of SF-6 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, SF-6 gas monitoring system for complete bay. Three 1-Phase SF-6 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: 245 KV, 2000A, SF-6 Bus Duct with all fixing arrangement from transformer GIS module to transformer (Bus duct is to be terminated to connect transformer through suitable SF-6/Air Bushing via lightining arresters)

Air Bushing: Suitable SF-6/Air Bushing for connecting 220kV with Bus duct with all fittings and accessories.

145KV GIS Equipments

Transformer Bay Module: 145 KV, 2000A, 40KA for 3 sec SF-6 gas insulated transformer bay module each comprising of SF-6 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 disconnectors with safety grounding switches suitable for Main-I & Main-II bus system, Local Control Cubicle, SF-6 gas monitoring system for complete bay. Three 1-Phase SF-6 gas insulated terminal connection for connecting 3 nos. of single phase 630 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: 145 KV, 800A, 40KA for 3 sec SF-6 gas insulated feeder bay module each comprising of SF-6 gas insulated circuit breaker (800A), current transfor (800-400-200/1-1-1A), having two bus-bar disconnectors (800A) with common grounding switch line disconnectors with safety grounding switches suitable for Main-I & Main-II bus system,Local Control Cubicle, SF-6 gas monitoring system for complete bay. Three 1-Phase SF-6 gas insulated terminal connection for connecting 3 Nos. of single phase 630 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: 145 KV, 3 single phase (isolated) units, SF-6 gas insulated metal enclosed 1600A bus-bars each enclosed in bus enclosures running along wht 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, SF-6 gas monitoring system etc. as per technical specification.

Bus Coupler Bay Module: 145 KV, 1600A, 40KA for 3 sec SF-6 gas insulated transformer bay module each comprising of SF-6 gas insulated circuit breaker (1600A), current transformer (1600-800-400/1-1-1A), having two bus bar disconnectors (1600A) with common grounding switch suitable for Main-I & Main-II bus system, Local Control Cubicle, SF-6 gas monitoring system for compete bay. Local Control Cubicle and accessories with GIS etc. to complete Bus coupler bay module as per technical specification.

Bus Duct: 145 KV, 1600A, SF-6 Bus Duct with all fixing arrangement from transformer GIS module to (Bus duct is to be terminated to connect transformer through suitable SF-6/Air Bushing via lightining arresters)

Air Bushing: Suitable SF-6/Air Bushing for connecting 132kV with Bus duct with all fittings and accessories.

Station Transformer

250 KVA, 33/0.4 KV Station Transformer

220 KV Equipments

245 kV CVT

CVT Junction Box 245KV

Terminal connector for 245kV CVT

198 KV Polymer type surge arrestor

245KV Bus post insulator

132 KV Equipments

120 KV Polymer type surge arrestor

120 KV Porcelain type surge arrestor

145 KV P.T of 0.2 ACC. CLASS

Terminal connector for 145 KV PT

Junction Box for 145 KV PT

145 KV Bus Post Insulator

145kV Line isolator

Simplex type Control & Relay Panel Suitable for GIS

Communication Equipments suitable for 110 V DC.

Fiber Optic Terminal Equipment (FOTE) SDH STM-16

4 Command Stadalone Digital Tele Protection Coupler (DTPC)

Battery & Battery Charger

Distribution Boards

Fire Prevention & extinguishing system.

Copper Conductor XLPE Power Cable

Cable Termination Kits.

Earthing

Structures

Supply of 1.1 KV PVC FRLS Armoured Power and Control Cables

Conductors

Hardware Fittings for AAC Tarantulla Conductor & ACSR Moose Conductors

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

CCTV System

CCTV Security System of switchward including control room&main gate

CABLE TRAY

LADDER TYPE CABLE TRAY

100KVA silent type DG set as per UPPTCL's specn. conforming to latest MoEFCC/CPCB guidelines

EOT Crane

Air Handling Unit for GIS / Ventilation System

Testing & Maintenance Equipment for GIS

CAPACITOR BANK

AIR CONDITIONING UNIT

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 requiredalong with proper installation and running of the system complete in all respects.

TOTAL

Seal of Company

Designation ……………………………………………….

Name of Bidder:

SCHEDULE- 2

Schedule for Handling,Erection,Testing & Commissioning Charges of Equipments for Upgradation of 132/33kV S/s Salempur, Deoria to 220kV GIS S/s Salempur, Deoria against e-tender specification no. SD-1037

Erection of 160MVA, 220/132kV Auto Transformer

245 KV GIS Equipments

Transformer Bay Module: 245 KV, 1600A, 40KA for 3 sec SF-6 gas insulated transformer bay module each comprising of SF-6 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, SF-6 gas monitoring system for complete bay. Three 1-Phase SF-6 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: 245 KV, 1600A, 40KA for 3 sec SF-6 gas insulated feeder bay module each comprising of SF-6 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, SF-6 gas monitoring system for complete bay. Three 1-Phase SF-6 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: 245 KV, 2000A, SF-6 Bus Duct with all fixing arrangement from transformer GIS module to transformer (Bus duct is to be terminated to connect transformer through suitable SF-6/Air Bushing via lightining arresters)

Air Bushing: Suitable SF-6/Air Bushing for connecting 220kV with Bus duct with all fittings and accessories.

145KV GIS Equipments

Transformer Bay Module: 145 KV, 2000A, 40KA for 3 sec SF-6 gas insulated transformer bay module each comprising of SF-6 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 disconnectors with safety grounding switches suitable for Main-I & Main-II bus system, Local Control Cubicle, SF-6 gas monitoring system for complete bay. Three 1-Phase SF-6 gas insulated terminal connection for connecting 3 nos. of single phase 630 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: 145 KV, 800A, 40KA for 3 sec SF-6 gas insulated feeder bay module each comprising of SF-6 gas insulated circuit breaker (800A), current transfor (800-400-200/1-1-1A), having two bus-bar disconnectors (800A) with common grounding switch line disconnectors with safety grounding switches suitable for Main-I & Main-II bus system,Local Control Cubicle, SF-6 gas monitoring system for complete bay. Three 1-Phase SF-6 gas insulated terminal connection for connecting 3 Nos. of single phase 630 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: 145 KV, 3 single phase (isolated) units, SF-6 gas insulated metal enclosed 1600A bus-bars each enclosed in bus enclosures running along wht 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, SF-6 gas monitoring system etc. as per technical specification.

Bus Coupler Bay Module: 145 KV, 1600A, 40KA for 3 sec SF-6 gas insulated transformer bay module each comprising of SF-6 gas insulated circuit breaker (1600A), current transformer (1600-800-400/1-1-1A), having two bus bar disconnectors (1600A) with common grounding switch suitable for Main-I & Main-II bus system, Local Control Cubicle, SF-6 gas monitoring system for compete bay. Local Control Cubicle and accessories with GIS etc. to complete Bus coupler bay module as per technical specification.

Bus Duct: 145 KV, 1600A, SF-6 Bus Duct with all fixing arrangement from transformer GIS module to (Bus duct is to be terminated to connect transformer through suitable SF-6/Air Bushing via lightining arresters)

Air Bushing: Suitable SF-6/Air Bushing for connecting 132kV with Bus duct with all fittings and accessories.

Station Transformer

250 KVA, 33/0.4 KV Station Transformer

220 KV Equipments

245 kV CVT

CVT Junction Box 245KV

Terminal connector for 245kV CVT

198 KV Polymer type surge arrestor

245KV Bus post insulator

132 KV Equipments

120 KV Polymer type surge arrestor

120 KV Porcelain type surge arrestor

145 KV P.T of 0.2 ACC. CLASS

Terminal connector for 145 KV PT

Junction Box for 145 KV PT

145 KV Bus Post Insulator

145kV Line isolator

Simplex type Control & Relay Panel Suitable for GIS

Communication Equipments suitable for 110 V DC.

Fiber Optic Terminal Equipment (FOTE) SDH STM-16

4 Command Stadalone Digital Tele Protection Coupler (DTPC)

Battery & Battery Charger

Distribution Boards

Fire Prevention & extinguishing system.

Copper Conductor XLPE Power Cable

Cable Termination Kits.

Earthing

Structures

Supply of 1.1 KV PVC FRLS Armoured Power and Control Cables

Conductors

Stringing of Conductors

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

Complete CCTV system

CCTV Security System of switchward including control room&main gate

CABLE TRAY of all type

100KVA silent type DG set as per UPPTCL's specn. conforming to latest MoEFCC/CPCB guidelines

EOT Crane

Air Handling Unit for GIS / Ventilation System

CAPACITOR BANK

Transportation of 160MVA Transformers from any of UPPTCL Substation to 132kV AIS S/s Salempur and change of gasket & other accessaries

O&M Charges for 2 years

TOTAL

Seal of Company

Designation ……………………………………………….

Name of Bidder:

BILL OF QUANTITION FOR SUPPLY OF MANDATORY SPARES PARTS FOR UPGRADATION OF 132/33KV S/S SALEMPUR, DEORIA TO 220KV GIS S/S SALEMPUR, DEORIA AGAINST E-TENDER SPECIFICATION NO. SD-1037

SCHEDULE- 3

Total

Bill of Quantity

Construction of Civil Works for Main Gantry, Auxiliary Foundation, Cable trenches, Transformer plinth, Firewall, Capacitor Bank, Control Room Building, 33 K.V & 220 K.V GIS Hall, Store, Sump house, Earth filling, Chain link fencing, Gate, Internal Road & Culvert in Sub Station area including residential premises, Turfing, Water supply works, Over Head Tank, Tube well boring, Recharge pit, Park & Plantation and other development work such as drain etc, in residential/sub station premises at 220kV GIS S/s Salempur, Deoria against SD-1037

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( 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( 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( 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(20.4.2 )

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.Single pile upto 50 tonne Safe capacity Initial test (Test Load 2.5 times the Safe capacity)(20.6.1.1 )

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.Single pile upto 50 tonne Safe capacity Routine test (Test Load 1.5 times the Safe capacity)( 20.6.1.2)

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.Group of two or more piles upto 50 tonne Safe capacity Initial test (Test Load 2.5 times the Safe capacity)( 20.6.3.1)

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.Group of two or more piles upto 50 tonne Safe capacity Routine test (Test Load 1.5 times the Safe capacity)(20.6.3.2 )

Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (part IV) by Kentledge method including preparation of pile head etc for.Single pile Upto 50 tonne Safe capacity pile(20.7.1.1 )

Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (part IV) by Kentledge method including preparation of pile head etc for.Group of two or more piles Upto 400 tonne Safe capacity of group(20.7.2.1)

Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile :Upto 50 tonne capacity pile(20.8.1 )

Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile :Above 50 tonne and upto 100 tonne capacity pile( 20.8.2)

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

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

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

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(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 for all kinds of soil.( 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.(2.31)

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

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

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

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

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns ( 4.3.1)

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

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

Reinforced cement concrete work 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :( 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).( 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).( 5.5)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete, ( 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.(5.9.2)

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

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

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

Centering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding landings) except spiral-staircases( 5.9.7)

Centering and shuttering including strutting, propping etc. and removal of form for Spiral staircases (including landing)( 5.9.8)

Centering and shuttering including strutting, propping etc. and removal of form for Arches, domes, vaults up to 6 m span( 5.9.9)

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

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

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

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. (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)( 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)(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)( 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)(6.4.2)

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)( 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)( 6.13.2)

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

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). (9.7.7.1)

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

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.( 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(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( 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( 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( 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(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(9.101.2 )

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(CSI No. 10.1)

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.( 10.2)

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

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

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

Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)( 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.( 10.18)

Steel work welded in built up sections/ framed work in stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (10.25.1 )

Steel work welded in built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (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.).(10.28 )

Providing & fixing Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. (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( 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. (11.2 )

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

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

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. (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. (11.37A )

Providing and laying Vitrified tiles in floor Double charge vitrified tile polished finish of size 600 x 600 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 Kg/SqM including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. (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 (11.56.1 )

Providing and fixing Single socketed pipes of 75mm dia 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. ( 12.41.1)

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

Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per SqM including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges caliCuM silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge.( 12.53)

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

12 mm cement plaster (IN COARSE SAND) of mix 1:6 (1 cement: 6 coarse sand) (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) ( 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) (13.5.2 )

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

20 mm Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. ( 13.9.2)

Neat cement punning. (13.18 )

Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. ( 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. (13.22)

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)(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(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. (13.80 )

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

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 Meters lead as per direction of Engineer - in- charge.( 15.3)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 Meters lead as per direction of Engineer-in-charge. In cement mortar( 15.7.4)

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 Meters lead :Of area 3 sq. Meters and below(15.12.1)

Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.( 15.25)

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. ( 15.60)

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

Fencing with angle iron post placed at required distance embedded With G.I. barbed wire in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 Kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per Meter cost of total length of barbed wire used.(16.18.1 )

Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60 cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size), every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50 cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be paid for separately). ( 16.20)

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.) (16.45 )

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 Meter openable length ( total length 90 m), having 50 nos rounds per 6 Meter 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/ Meter (cost of M.S. angle, C.C. blocks shall be paid separately) (16.53 )

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (16.68)

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

Providing and laying C.C. pavement of mix M-20 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 Kg/CuM. Excess/less cement used as per design mix is payable/ recoverable separately). (CSI16.75-16.76)

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

Providing and laying 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. (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( 17.1.1)

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

Providing and fixing White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: ( 17.7.3)

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 : ( 17.10.2.2)

Providing and fixing 10 litre capacity - White P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. (17.18.1 )

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

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

Providing and fixing 100 mm sand cast Iron grating for gully trap. ( 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. (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 (17.60.1.3)

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

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 20 mm dia nominal bore ( 18.10.2 )

Providing and fixing 15 mm dia nominal bore 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 :( 18.11.1)

Providing and fixing 20 mm dia nominal bore 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 : ( 18.11.2 )

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

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

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

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

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

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

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

Providing and fixing 80 mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work ( 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 ( 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 ( 18.13.2)

Providing and fixing brass bib cock of approved quality : 15 mm nominal bore (18.15.1)

Providing and fixing 15 mm dia brass stop cock of approved quality (18.16.1)

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

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20 mm nominal bore ( 18.17.1A)

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

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore (18.17.3 )

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

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 65 mm nominal bore (18.17.5)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore (18.17.6)

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

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

Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : 100 mm dia pipe (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 (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) : 100 mm diameter Class II (18.31.1.2)

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 (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 (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 (18.42.3)

Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. (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. (18.44)

Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. (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. (18.48 )

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

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

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

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

Providing and fixing 15mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 ( 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. ( 18.53A)

Providing and fixing 15 mm nominal bore, 122mm long, weighing not less than 99 gms PTMT bib cock of approved quality and colour. ( 18.54.2)

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

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 (19.18.2 )

Making soak pit 2.5 m diameter 3.0 Meter deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (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. (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. (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. (19.35.3)

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)( 21.1.1.2)

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever requiredincluding cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of all fittings, EPDM rubber / neoprene gasket required Powder coated aluminium (minimum thickness of powder coating 50 micron).( 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(21.2.1 )

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

Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 Kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. With stainless steel cover plate minimum 1.25 mm thickness complete as per the direction of Engineer-in-charge.(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 (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, upto 90 metre depth below ground level.All types of soil. 400 mm dia (23.1.1.3 )

Boring/drilling bore well in all types of soil 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 Meter & upto 150 Meter depth below ground level. 400 mm dia ( 23.2.1.3)

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.( 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.( 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.( 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. (23.8 )

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia having minimum wall thickness 5.00 mm (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 (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 ( 23.11.2)

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia (23.11.3 )

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. ( 23.12 )

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

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of 200 mm dia. ( 23.13.3)

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp (23.14.1)

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

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp (23.14.3)

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

Providing and fixing Bail plug/ Bottom plug 150 mm diaof required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). ( 23.15.2)

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 (DSR E&M 2022 1.10.3)( 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 (DSR E&M 2022 1.24.4)(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. (DSR E&M 2022 1.21.1)( 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.(DSR E&M 2022 1.21.2)( 27.04)

Wiring for circuit/ submain wiring with 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.(DSR E&M 2022 1.14.2)( 27.05)

Wiring for circuit/ submain wiring with 2 X 4 sq. mm + 1 X 4 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.(DSR E&M 2022 1.14.3)( 27.06)

Wiring for circuit/ submain wiring with2 X 6 sq. mm + 1 X 6 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (DSR E&M 2022 1.14.4)( 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 Meter long etc. with charcoal/ coke and salt as required.(DSR E&M 2022 5.6)(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.(DSR E&M 2022 5.12)( 27.09)

Supplying and fixing 5 amps to 32 amps rating,Single pole, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR E&M 2022 2.10.1)( 27.10 )

Supplying and fixing 63 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.(DSR E&M 2022 2.12.2)( 27.11)

Supplying and fixing 40 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR E&M 2022 2.12.1)( 27.12)

Supplying and fixing 4 way (4 + 12), Double door, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) (DSR E&M 2022 2.4.1)( 27.13)

Supplying and fixing of 4 way (4 + 12), Double door surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)(DSR E&M 2022 2.5.1) ( 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.(DSR E&M 2022 1.12)( 27.15)

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)(DSR E&M 2022 1.27.1)( 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)(DSR E&M 2022 1.27.2)( 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)(DSR E&M 2022 1.27.3)( 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)(DSR E&M 2022 1.27.4)( 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)(DSR E&M 2022 1.27.5)( 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)(DSR E&M 2022 1.27.6)( 27.21)

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.(DSR E&M 2022 1.17.12) (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.(DSR E&M 2022 1.17.21) ( 27.23)

Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.( 27.24)

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).(DSR Horticulture 2020 2.2) ( 28.02)

Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment)Screened through sieve of I.S. designation 20 mm : (DSR Horticulture 2020 2.4)( 28.04i)

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).(DSR Horticulture 2020 2.8) ( 28.08)

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge(DSR Horticulture 2020 2.9) ( 28.09)

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.(DSR Horticulture 2020 3.18) (28.14 )

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.(DSR Horticulture 2020 3.24)(28.17)

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 (DSR Horticulture 2020 2.30.1) (28.18 )

Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material's as per direction of officer in charge (excluding cast of plant & water) Hedge Plant/Ground cover (DSR Horticulture 2020 2.57)( 28.42iii)

Providing and Displaying Marigold jaffri orange/yellow/Russet colour well developed with fresh & healthy foliage with 40 to 50 flowers in bloom specimen plant 60 to 75 cm ht in 25 cm Earthen Pot/Plastic Pot and as perdirection ofthe officer-in-charge. (DSR Horticulture 2020 4.37) ( 28.48)

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.(DSR Horticulture 2020 4.88) (28.51 )

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.(DSR Horticulture 2020 4.93) ( 28.52)

Providing and Displaying Adenium Obesum grafted well developed with fresh & healthy 30 to 60 cm ht. in 25 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge.(DSR Horticulture 2020 5.5)(28.53)

Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.(DSR Horticulture 2020 7.24)( 28.54)

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. (DSR Horticulture 2020 7.5) ( 28.56)

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.(DSR Horticulture 2020 7.53) ( 28.57)

Providing and stacking of Polyalthia pendula (Ashok Pendula) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge.(DSR Horticulture 2020 7.77) ( 28.61)

Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. (DSR Horticulture 2020 9.4) ( 28.65)

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. ( 29.02)

Supply and filling brick bat in soak pit including all labour,material and T&P etc complete. (for 01 soak pit)(29.05 )

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.( 29.06)

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. ( 29.13)

Fixing and grouting 28 mm and above dia bolts in proper alignment level and setout with help of a template complete including supply of all labour & T&P etc. required for proper completion of the work.(labour rates only) . ( 29.14)

Supply of 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mm long with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work. (29.15 )

Fixing and grouting 25 mm and below dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) . (29.16 )

S/F in position 90 lbs M.S. Rail for transformer plinth including cost of all labour, material and T&P etc. required for proper completion of the work. (29.19 )

S/F in position 105 lbs M.S. Rail for transformer plinth including cost of all labour, material and T&P etc. required for proper completion of the work. (29.20 )

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) ( 29.21)

Fixing and grouting of trench edging in proper level and alignment including cost of all labour, and T&P etc. required for proper completion of the work but excluding cost of C.C. (labour rates only). ( 29.22)

Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only). (29.23 )

Fixing of template in position level and alignment for grouting of Anchor bolt in auxiliary structure. (labour rate only). (29.24 )

Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&Petc. required for proper completion of the work (Labour rate only). ( 29.25)

Providing (12x15) mm section groove in plaster including all material, labour and T&P etc. required for proper completion of the work. (29.33 )

Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. ( 29.34)

2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC ( 29.35)

4.0 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (29.36 )

Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required position. (CSI No. 29.37)

Pre-Construction anti-termite treatment, by creating a barrier under and around the columns pits, foundation trenches, under floors, junctions of Walls & floors, around the external periMeter of building, expansion joints, surrounding of pipes and conduits etc. (Plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981))with Eldrine emulsifiable 0.2% concentration or any other approved material such as Heptachlore or chlordance will be used. The consumption of emulsion shall be (i) Foundation and masonary @ 5 Ltrs/SqM, (ii) Back fills in immediate contact of foundation@ 7.5 Ltrs. / SqM, (iii) Top surface of Plinth filling @ 5 Ltrs / SqM, ( iv) Junction of walls & floors @ 7.5 Ltrs / SqM, (v) Soil along external periMeter of building @ 7.5 Ltrs / SqM (vi) under apron of the building @ 5 Ltrs. /SqM. The rates includes cost of all materials, labour, equipments, T&P complete. ( 29.41)

Providing and fixing MS reducer 150x100mm for making tubewell assembly , including cost of all labour, materials and T&P required for assembly making and proper completion of work. ( 29.42a)

Providing and fixing MS reducer 200x150mm for making tubewell assembly , including cost of all labour, materials and T&P required for assembly making and proper completion of work. (29.42b )

Supply and fixing support clamps for 65 mm dia column pipes made out of MS flats, pairs of bolt-nuts etc complete with all material, labour, T&P. (29.48a )

Supply and fixing support clamps for 40 mm column pipes made out of MS flats, pairs of bolt-nuts etc complete with all material, labour, T&P. (29.48b )

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. ( 29.51)

Supply and installation of 5H.P. Kirloskar or equivalent make single stage, horizontal, self priming,three phase dewatering pumpset of specification Head 14/16 M, Discharge 13.6/10 LPS, solid handle size 15.5 mm, suction 80 mm, delivery 80 mm, RPM 1500 including cost of 80 mm dia G.I. pipe for suction (3M) and delivery (4.5 M). ( 29.52)

Supply & installation of electrical control panel of L&T / Havells or equivalent make for 1.5/2.00 H.P single phase submersible pumpset / pumpset containing contractor relay condenser. ( 29.54b )

Supply & installation of electrical control panel of L&T / Havells or equivalent make for or 5 H.P pump set three phase submersible pump / pumpset containing contractor relay condenser. ( 29.54d)

Supply & installation of electrical control panel of L&T / Havells or equivalent make for 7.5 H.P three phase submersible pumpset/ pumpset containing contractor relay (29.54e )

Supply & Installation of submersible pump three phase 7.5 HP outlet 65 mm dia. or more, Head 57/46, Discharge 24000/30000 LPH of K.S.B/ CALAMA. or eqt. make including cost of labour, T&P and material required for completion of work. (29.55f )

Supply & fixing of steel wire rope for submersible pump including cost of labour, T&P and material required for completion of work. (29.56 )

Providing and fixing SLUICE VALVE, CI 80 mm dia. WITH Wheel. ISS:780 & ISS: 2906 class - I, 'MEC' make, ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work.(29.89)

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. ( 29.90)

Providing and fixing of 150 mm dia PVC pipe of 6 Kg/sqcm with special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. ( 29.91)

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. ( 29.108 )

Providing and laying 110 mm SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. ( 29.109c)

Providing and fixing 110 mm SWR, PVC ( Finolex or equivalent ) Bends including cost of all materials, labour and T&P etc required for proper completion of the work. ( 29.110c)

Providing and fixing 110 mm SWR, PVC ( Finolex or equivalent ) Socket including cost of all materials, labour and T&P etc required for proper completion of the work. ( 29.112c)

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. ( 29.117)

P/F Male & Female coupling 63/65 mm dia. Gun metal BSI marked confirming to IS:903 heavy quality including supply of all labour , material and T & P for proper completion of work. ( 29.118)

P/F Short Branch pipe Gun Metal BSI marked heavy quality including supply of all labour , material and T & P for proper completion of work. ( 29.119)

P/F 63 mm dia RLL Hose Pipe heavy quality having length 15.0 m including supply of all labour , material andT & P for proper completion of work. ( 29.120)

P/F MS Hose Box Single Door with stand for 15 mt RRL Hose heavy quality including supply of all labour , material andT & P for proper completion of work. ( 29.121)

Placing of 10 KL PVC Tank over slab of 6 m staging including supply of all labour , material andT & P for proper completion of work.(29.122)

Contouring of sub-station with help of leveling instrument/ total station instrument & staff including plotting of trees and structure if any including preparation of contour plan in 6 copies including marking periphery including all labour, Supervisor, instrument, T&P materials complete as per direction of Engineer I/C. ( 29.123 )

Marking of building and foundation in new sub-station (132/220 KV) in UPPCL land as per approved layout drawing with help of Theodolite/ total station instrument and closing of Travers for main Gantry etc including cost of all labour, Supervisor, instrument, T&P materials complete as per direction of Engineer I/C.(29.124 )

Making borehole in all type of soil by any method required as per site conditions in accordance with IS specification No 1982-1979 and 1498-1970 and conducting standard penetration test in accordance with IS specification No 2131 – 1981 at every 1.5 M approx . or as per strata during making borehole and also collecting undisturbed and disturbed soil samples at a depth of approx. 1.5 M depth or change of strata of soil as per site requirements in each borehole in accordance with IS specification 1892-1978. (Depth of water table as detemine from borehole or from nearest waterwell ) Each Boreholes to be bored upto 15.00 depth.( 29.125)

Undisturbed soil samples collected in field will be tested in Laboratory and preparation of samples for tests mentioned below, will be done/governed in accordance with IS 2920 (Part 1)-1983(29.126 )

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

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

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

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

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

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

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

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

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

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

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

Conducting plate load test near CONTROL ROOM BUILDING site at specifed depth as per IS 1980-1982 including supply of all material, labour and T&P equipment and recording of test result as per Codal requirement and submission of report.( 29.127)

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.(29.128 )

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.(29.132 )

Supply and Fixing of 5 blade Exhaust fan ventile air dx 225 mm of Havells or equivalent make including all material, T&P etc required for proper completion of work as approved by engineer in charge.(29.133 )

Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect.( 29.134)

Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect.( 29.135)

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

Supply of executive office table size 1500x900x760 mm wood vineer with three drawers and one cupboard Geeken/Godrej or equivalent make as approved by E/I.(NSI)(J.E.room 01,scada room 01,CRB 02,Meeting room 02)

Supply & fixing of high back revolving chair PP cushion arm ,gas lift nylon base leatherite tapestry Geeken / godrej or equivalent make as approved by E/I (NSI) (J.E.room 01)

Supply & fixing of chair with PP seat back and wooden arm ,chrome plated metal frame, Leathrite tapestry Geeken / godrej or equivalent make as approved by E/I. (NSI) (Meeting room 08J.E.room 06,scada room 04,CRB 08 )

Supply of steel almirah size 1980x910x480 mm storwel plain Geeken/Godrej or equivalent make as approved by E/I. (NSI).(Living room 01,J.E.room 01)

Supply and fixing steel rack size 1800x910x480 mm with 6 shelves Geeken/ Godrej or equivalent make as approved by E/I.(NSI) (J.E.room 02,CRB 02)

Supply and fixing godrej make king size Bed wrought iron fiona (without under storage ) make model of colour approved by E/I already approved by C.E. (CIVIL)/T-II S.O. for ETI Sarojininagar lucknow .(NSI Approved by S.E ECTC Lucknow in month of 07/2018)(Living room 01)

Supply of matress of size 78"x36"x4" of Durafin sleepwell Make or equivalent complete in all respect.

Providing & Fixing of Three Seater Sofa made of wooden frame, SS pipe legs & seat back leatherite tapestry. size 1950x760x750 mm Geeken/Godrej or equivalent make as approved by E/I.(NSI) (Living room 01,Meeting room 01)

Providing & Fixing of one Seater Sofa made of wooden frame, SS pipe legs & seat back leatherite tapestry size 890x760x750 mm Geeken/Godrej or equivalent make as approved by E/I.(NSI) (Living room 02,Meeting room 02)

Supply of double bed sheet of Bombay dying ) of size 84"x90" make as approved by as per C.E. (civil) /T-II S.O. No. 426 Dt. 01.02.2017 .(NSI Approved by S.E ECTC Lucknow in month of 07/2018) (Living Room 04)

Supply of pillow of size 68.6x43.2x10 cm. of model norma flexi puf pillow sleepwell make or equivalent make .(NSI Approved by S.E ECTC Lucknow in month of 07/2018) (Living Room 04)

Providing & fixing of center table (1200X600)MM made of SS pipe frame chrome finish with toughened glass top12 mm thick and lower glass 6 mm thick Geeken/Godreji or equivalent make as approved by E/I (NSI) (Living room 01)

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

Total 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.

All civil work shall be executed according to the approved drawings of UPPTCL.

The quantities in BOQ are tentative and may vary up to any extent or be deleted as per the requirement at site.

All civil work shall be carried out as per UPPWD/UPPTCL specification.

Rates in BOQ are exclusive of CGST,SGST. Labour tax shall be borne by contractor.

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 tolerence 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.The agreement shall be executed on the approved Bill of Quantity only.

The 60% amount of bricks available from dismantling shall be reovered @ Rs. 2362.00/thousand + GST from firm /contractor.

The 30% amount of bricks available from dismantling shall be reovered as brick ballast @ Rs. 700.00/CuM + GST from firm /contractor.

The amount of steel/Chain link/Pale Fencing available from dismantling will be recovered Rs. 20.00/Kg + GST from firm /contractor.

Seal of Company

Designation ……………………………………………………………….