Upgradation of the Existing SAS Based 132kV GIS Substation to 220kV GIS Substation with 02 Nos. 160MVA Transformers and Augmentation of Existing 132kV Transformation Capacity from 02 Nos. 63MVA to 3 Nos. 63MVA at Ecotech10, Gr. Noida

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

Total Price for Installation Charges Including 02 (Two) years O&M charges (Schedule-2)

Total Prices of Mandatory Spare Parts (Schedule-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 (Schedule-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 the Existing SAS-Based 132/33kV, 2×63MVA GIS Substation to 220/132/33kV GIS Substation with 2×160 MVA, 220/132 kV Transformers and Augmentation of Existing 132/33kV Transformation Capacity from 2×63MVA to 3×63MVA at Ecotech-10, Greater Noida (G.B. Nagar) on Turnkey Basis E-Tender Specification No. SD-1043 (Schedule-Q1)

Power Transformers

245kV GIS Equipments

Transformer Bay Module: 245 kV,1600A,40kA for 3 sec SF6 gas insulated transformer bay module each comprising of SF6 gas insulated circuit breaker (1600A), current transformer (1000-800-500-300/1-1-1-1-1A),having two bus-bar disconnectors (1600A) with common grounding switch, line disconnector with safety grounding switches suitable for Main-I & Main-II bus system, Local Control Cubicle, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 800 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 SF6 gas insulated transformer bay module each comprising of SF6 gas insulated circuit breaker (1600A), current transformer (1000-800-500-300/1-1-1-1-1A),having two bus-bar disconnectors (1600A) with common grounding switch, line disconnector with safety grounding switches suitable for Main-I & Main-II bus system, Local Control Cubicle, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 1000 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: 245 kV,3000A,40kA for 3 sec SF6 gas insulated transformer bay module each comprising of SF6 gas insulated circuit breaker (3000A), current transformer (1000-800-500-300/1-1-1-1-1A), having two bus-bar disconnectors (3000A) 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.

145kV GIS Equipments

Transformer Bay Module: 145 kV,800A,40kA for 3 sec SF6 gas insulated transformer bay module each comprising of SF6 gas insulated circuit breaker (800A), current transformer (800-400-200/1-1-1A),having two bus-bar disconnectors (800A) with common grounding switch, line disconnector with safety grounding switches suitable for Main-I & Main-II bus system, Local Control Cubicle, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 630 sq mm XLPE cable with cable termination enclosure, Local Control Cubicle and accessories with GIS etc. to complete 160MVA transformer bay module as per technical specification.

Feeder Bay Module: 145 kV,800A,40kA for 3 sec SF6 gas insulated transformer bay module each comprising of SF6 gas insulated circuit breaker (800A), current transformer (800-400-200/1-1-1A),having two bus-bar disconnectors (800A) with common grounding switch, line disconnector with safety grounding switches suitable for Main-I & Main-II bus system, Local Control Cubicle, PT, SF6 gas monitoring system for complete bay. Three 1–phase SF6 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.

145kV Bus Bar extension including Adapter module integration(existing GIS is M/s SIEMENS make): 145kV, 3 single phase (isolated) units, SF6 gas insulated, metal enclosed 1600A 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: 145 kV,1600A,40kA for 3 sec SF6 gas insulated transformer bay module each comprising of SF6 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, 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.

36kV GIS Equipments

Transformer Bay Module (Existing GIS M/s Siemens make): 36kV, 2500A, SF6 gas insulated transformer bay module each comprising of SF6 gas circuit breaker(2500A), current transformer (2000-1250/1-1-1A), two bus-bar disconnector (2500A) with common grounding switch, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 2x630 sq mm XLPE cable (Considering 120% continuously loading of 33 KV side of 40 MVA transformer) with cable termination enclosure and accessories with GIS, Local Control Cubicle etc. to complete transformer bay module as per technical specification.

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

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

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

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

220kV Equipments

245kV CVT

CVT Junction Box

198kV surge arrestor (Polymer)

245kV Bus post insulator

132kV Equipments

120kV surge arrestor (Polymer)

145kV Bus post insulator

33kV Equipments

30kV surge arrestor

36kV Bus Post Insulator

Arrangement for connecting 220kV,132kV &36kV sides of 160MVA & 63MVA Transformers with XLPE Cable coming from GIS rooms.

220kV,1-core 2000 mm2, XLPE copper conductor Power Cable (Line gantry to GIS)

220kV, 1-core 800 mm2, XLPE copper conductor Power Cable (GIS TO TRANSFORMER)

132kV,1-core 630 mm2, XLPE copper conductor Power Cable Meter (GIS TO 63 MVA TRANSFORMER)

36kV, 1-core 630mm2, XLPE copper conductor Power Cable (GIS to Power Transformer)

36kV 3-core 95 mm2 XLPE copper cable for S/S T/Fs at both ends.

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

Cable termination kits

220kV,2000 mm2, XLPE Power Cable outdoor termination kit

220kV,2000 mm2, XLPE Power Cable indoor termination kit (GIS end)

220kV, 800 mm2, XLPE Power Cable outdoor termination kit (220kV side of TRANSFORMER )

220kV 800 mm2, XLPE Power Cable indoor termination kit ( GIS END)

132kV, 1CX630 mm2, XLPE Power Cable outdoor termination kit (for 63MVA TRANSFORMER )

132kV, 1CX630 mm2, XLPE Power Cable indoor termination kit (for 63MVA TRANSFORMER GIS end)

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

33kV, 630 mm2, XLPE Power Cable indoor termination kit (GIS end)

Single phase link box with/without SVL

Simplex type Control & Relay Panel suitable for GIS Substation

Battery & battery charger

Energy Meters

Earthing Material

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

Conductors

Single Suspension Fitting Suitable for:

Single Tension Fitting Suitable for:

PG Clamp Suitable For:

Fire prevention & extinguishing system

Supply of 1.1kV PVC FRLS Armoured Power and Control Cables

Illumination System for 220/132/33kV substation (indoor + outdoor)

2 Ton Split Air conditioner unit (Hitachi/O-general/Daikin or equivalent make) complete with suitable voltage stablizer not less than 5KVA Capacity

Complete Mulsfiyre system for both 160MVA Transformers

GI perforated trays of various sizes as per requirement

EOT Crane for 132kV GIS room (6MT capacity)

EOT Crane for 220kV GIS room (6MT capacity)

90/110 lbs Straight Rail for transformer plinth

AHU System

Supply of materials & equipments of sufficient capacity for AHU system (To maintain positive pressure in 220KV GIS Hall)

CCTV Security System

Comunication Equipments.

Fiber Optic Terminal Equipment (FOTE) SDH STM-16

4 Command Standalone Digital Tele-Protection Coupler (DTPC)

Testing & Maintenance Equipment for GIS Substation

Total (Rs.):

Seal of Company

Designation ……………………………………………….

Name of Bidder:

SCHEDULE- 2

Schedule for Installation of Equipments for Upgradation of the Existing SAS-Based 132/33kV, 2×63MVA GIS Substation to 220/132/33kV GIS Substation with 2×160 MVA, 220/132 kV Transformers and Augmentation of Existing 132/33kV Transformation Capacity from 2×63MVA to 3×63MVA at Ecotech-10, Greater Noida (G.B. Nagar) on Turnkey Basis E-Tender Specification No. SD-1043 (Schedule-Q2)

Power Transformers

245kV GIS Equipments

Transformer Bay Module: 245 kV,1600A,40kA for 3 sec SF6 gas insulated transformer bay module each comprising of SF6 gas insulated circuit breaker (1600A), current transformer (1000-800-500-300/1-1-1-1-1A),having two bus-bar disconnectors (1600A) with common grounding switch, line disconnector with safety grounding switches suitable for Main-I & Main-II bus system, Local Control Cubicle, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 800 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 SF6 gas insulated transformer bay module each comprising of SF6 gas insulated circuit breaker (1600A), current transformer (1000-800-500-300/1-1-1-1-1A),having two bus-bar disconnectors (1600A) with common grounding switch, line disconnector with safety grounding switches suitable for Main-I & Main-II bus system, Local Control Cubicle, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 1000 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: 245 kV,3000A,40kA for 3 sec SF6 gas insulated transformer bay module each comprising of SF6 gas insulated circuit breaker (3000A), current transformer (2000-1250/1-1-1-1-1A), having two bus-bar disconnectors (3000A) 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.

145kV GIS Equipments

Transformer Bay Module: 145 kV,800A,40kA for 3 sec SF6 gas insulated transformer bay module each comprising of SF6 gas insulated circuit breaker (800A), current transformer (800-400-200/1-1-1A),having two bus-bar disconnectors (800A) with common grounding switch, line disconnector with safety grounding switches suitable for Main-I & Main-II bus system, Local Control Cubicle, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 630 sq mm XLPE cable with cable termination enclosure, Local Control Cubicle and accessories with GIS etc. to complete 160MVA transformer bay module as per technical specification.

Feeder Bay Module: 145 kV,800A,40kA for 3 sec SF6 gas insulated transformer bay module each comprising of SF6 gas insulated circuit breaker (800A), current transformer (800-400-200/1-1-1A),having two bus-bar disconnectors (800A) with common grounding switch, line disconnector with safety grounding switches suitable for Main-I & Main-II bus system, Local Control Cubicle, PT, SF6 gas monitoring system for complete bay. Three 1–phase SF6 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.

145kV Bus Bar extension including Adapter module integration(existing GIS is M/s SIEMENS make): 145kV, 3 single phase (isolated) units, SF6 gas insulated, metal enclosed 1600A 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: 145 kV,1600A,40kA for 3 sec SF6 gas insulated transformer bay module each comprising of SF6 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, 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.

36kV GIS Equipments

Transformer Bay Module (Existing GIS M/s Siemens make): 36kV, 2500A, SF6 gas insulated transformer bay module each comprising of SF6 gas circuit breaker(2500A), current transformer (2000-1250/1-1-1A), two bus-bar disconnector (2500A) with common grounding switch, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 2x630 sq mm XLPE cable (Considering 120% continuously loading of 33 KV side of 40 MVA transformer) with cable termination enclosure and accessories with GIS, Local Control Cubicle etc. to complete transformer bay module as per technical specification.

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

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

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

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

220kV Equipments

245kV CVT

CVT Junction Box

198kV surge arrestor (Polymer)

245kV Bus post insulator

132kV Equipments

120kV surge arrestor (Polymer)

145kV Bus post insulator

33kV Equipments

30kV surge arrestor

36kV Bus Post Insulator

Arrangement for connecting 220kV,132kV &36kV sides of 160MVA & 63MVA Transformers with XLPE Cable coming from GIS rooms.

220kV,1-core 2000 mm2, XLPE copper conductor Power Cable (Line gantry to GIS)

220kV, 1-core 800 mm2, XLPE copper conductor Power Cable (GIS TO TRANSFORMER)

132kV,1-core 630 mm2, XLPE copper conductor Power Cable Meter (GIS TO 63 MVA TRANSFORMER)

36kV, 1-core 630mm2, XLPE copper conductor Power Cable (GIS to Power Transformer)

36kV 3-core 95 mm2 XLPE copper cable for S/S T/Fs at both ends.

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

Cable termination kits

220kV,2000 mm2, XLPE Power Cable outdoor termination kit

220kV,2000 mm2, XLPE Power Cable indoor termination kit (GIS end)

220kV, 800 mm2, XLPE Power Cable outdoor termination kit (220kV side of TRANSFORMER )

220kV 800 mm2, XLPE Power Cable indoor termination kit ( GIS END)

132kV, 1CX630 mm2, XLPE Power Cable outdoor termination kit (for 63MVA TRANSFORMER )

132kV, 1CX630 mm2, XLPE Power Cable indoor termination kit (for 63MVA TRANSFORMER GIS end)

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

33kV, 630 mm2, XLPE Power Cable indoor termination kit (GIS end)

Single phase link box with/without SVL

Simplex type Control & Relay Panel suitable for GIS Substation

Battery & battery charger

Energy Meters

Earthing Material

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

Conductors

Single Suspension Fitting Suitable for:

Single Tension Fitting Suitable for:

PG Clamp Suitable For:

Fire prevention & extinguishing system

Supply of 1.1kV PVC FRLS Armoured Power and Control Cables

Illumination System for 220/132/33kV substation (indoor + outdoor)

2 Ton Split Air conditioner unit (Hitachi/O-general/Daikin or equivalent make) complete with suitable voltage stablizer not less than 5KVA Capacity

Complete Mulsfiyre system for both 160MVA Transformers

GI perforated trays of various sizes as per requirement

EOT Crane for 132kV GIS room (6MT capacity)

EOT Crane for 220kV GIS room (6MT capacity)

90/110 lbs Straight Rail for transformer plinth

AHU System

Supply of materials & equipments of sufficient capacity for AHU system (To maintain positive pressure in 220KV GIS Hall)

CCTV Security System

Comunication Equipments.

Erection, testing and commissoning of fibre terminal equipment and integratin with existing fibre optic network of UPPTCL

Erection, tetsing, commssioning of Network Management system(NMS)

4 Command Standalone Digital Tele-Protection Coupler (DTPC)

Testing & Maintenance Equipment for GIS Substation

Total (Rs.):

Seal of Company

Designation ……………………………………………….

Name of Bidder:

SCHEDULE- 3

Bill of Quantition for Supply of Mandatory Spares Parts forUpgradation of the Existing SAS-Based 132/33kV, 2×63MVA GIS Substation to 220/132/33kV GIS Substation with 2×160 MVA, 220/132 kV Transformers and Augmentation of Existing 132/33kV Transformation Capacity from 2×63MVA to 3×63MVA at Ecotech-10, Greater Noida (G.B. Nagar) on Turnkey Basis E-Tender Specification No. SD-1043

Mandatory Spares for 220kV GIS

Mandatory Spares for 132kV GIS

Mandatory Spares for 33kV GIS

Total (Rs.) :

Seal of Company

Designation ……………………………………………….

Name of Bidder:

SCHEDULE- 3

Bill of Quantition for Supply of Mandatory Spares Parts forUpgradation of the Existing SAS-Based 132/33kV, 2×63MVA GIS Substation to 220/132/33kV GIS Substation with 2×160 MVA, 220/132 kV Transformers and Augmentation of Existing 132/33kV Transformation Capacity from 2×63MVA to 3×63MVA at Ecotech-10, Greater Noida (G.B. Nagar) on Turnkey Basis E-Tender Specification No. SD-1043

BILL OF QUANTITY

Civil Works for Upgradation of the existing 132/33 KV GIS Sub-Station into 220/132/33 Kv GIS Substation Ecotech-10, Greater Noida including Construction of 220kV GIS Building with cable cellar ,CRP Room, AHU Room , Battery room & OffIce ,Extension of Existing 132kV and 33KV GIS Building Hall & Basement ,FFPH Building, Sump House,Store Room, Main Gantry, Auxillary Foundation, Cable Trenches with cover, Transformer Plinth with CTR tank, Fire Protection wall ,sand pit,C.C. Road, Drain,Culvert, Chain-link fencing,Water supply works, Tube Well Boring,Water supply pipe lines works,Earth Filling & Cutting,Park & Plantation,Mulsifier Tank,Substation Turfing, Water Harvesting & Recharge pit, Leveling & Dressing of site, Electrical wiring & fitting, Furniture and Misc. Development Works for completion of sub-station in all respect as per direction of Engineer in-charge. b. Construction of residential quarters Type-IV (01 No), Type-III (01 No) , Type-II (04 No) complete in all respect as per direction of Engineer in-charge. c. Construction of security wall, Security hut and Gates complete in all respect as per direction of Engineer in-charge.

Total

Special Conditions

Tenderers are advised to visit the site of work and make themselves acquainted with the site conditions. No claim whatsoever shall be entertained after submission of tender.

Tenderer shall quote rates inclusive of all type of taxes. Only GST will be paid extra .

No idling charge of T&P and labour will be paid for extended period of contract , if any .

Quantities are approximate and may vary upto any extent on either side as per requirement of the site conditions or may not be executed at all for which no extra claim shall be entertained.

All above works shall be executed as per U.P.P.W.D/ U.P.P.T.C.L specification or as directed by Engineer-In-charge.

The Work may be carried on newly allotted land and energized S/S Area having high voltage installations. contractor must employee trained supervisor and labour to work in such electrical hazardous area. Safety of all men & material shall be contractor's responsibility.

Income tax / other tax if any levied by government during contractual period as required shall be deducted by the deptt, form the contractor's bill. However GST shall be paid extra as legally applicable.

Contractor shall register the agreement and the labour engaged in construction work in the office of Dy. Labour Commissioner

Testing of material shall be born by the contractor. Nothing shall be paid extra by the department.

The contractor should have all relative T&P as concrete mixture, needle vibrator, surface vibrator, slump test equipment & mini earth compactor.

Contractor has to make platform for casting of trench covers as per the direction of Engineer-in-Charge. Nothing shall be paid extra for it.

Contractor has to put up all relevant drawing with design/layout to SE (Civil) Noida for approval at his own cost if requared; nothing shall be paid extra for it.

Contractor has to made available 12 No. Cube at site and will frequently fill the cibe at site . Accordingly cube test report will be submitted by contractor at his own cost . Final bill of work will be paid to contractor only after he submitts all satisfactory test result from authorised lab .

As per G.O No. 622/23-12-2012-2. Audit/08 TC dt. 08 June 2012, Contractor has to deposit extra Security/Performance guarantee, if the tendered rates are found below to the department rates.

Special Conditions

As per section 171 of CGST Act, 2017 Any reduction in rate of tax on any supply of goods or services or the benefit of input tax credit shall be passed on to the recipient by way of commensurate reduction in prices. Hence supplier/manufacturer to ensure to pass the benefit of reduced prices to UPPTCL. Further price quoted by supplier/manufacturer is subject to scrutiny under above section.” A declaration towards anti profiteering clause under section 171 of the GST act 2017 as per annexure enclosed to be submitted by contractor on letter head.

All drawing & Layout should be approved by SE (civil) .

Column means length of column should be greater than or equal to 3 times of least dimension of column.

Painting work will be started after written approval of SDO after his inspection.

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fuekZ.k ds fy;s JCB e'khu bR;kfn lEcfU/kr JE(C)/SDO(C) ds fyf[kr vuqefr ls gh S/Yard ys tk;k tk;sxkA dksbZ nq?kZVuk gksus ij {kfr dh lEiw.kZ ftEesnkjh fufonknkrk dh gksxhA

dk;Z ds nkSjku fuekZ.k LFky ij vko';drkuqlkj ty fudklh dk dk;Z QeZ@Bsdsnkj }kjk vius O;; ij fd;k tk;sxkA

dk;ZLFky ij tkuinh; dk;ksZa esa iz;ksx gksus okys ty dh O;oLFkk dk;Znk;h laLFkk dks Lo;a ds O;; ij djuh gksxhA

QSfczds'ku ds dk;Z gsrq tujsVj dh O;oLFkk dk;Znk;h laLFkk dks Lo;a ds O;; ij djuh gksxhA

Je foHkkx esa QeZ dk jftLVªs'ku vko';d gksxkA

;g Bsdsnkj dh ftEesnkjh gksxh fd og vuqcU/k ds vUrXkZr tkuinh; dk;ksZa esa mi;ksx dh xbZ lHkh [kuu lkexzh ij ljdkjh ekunaMks ds vuqlkj jkW;YVh (eMM-11 form) Hkqxrku dk izek.k lEcfU/kr dk;kZy; esa miyC/k djk,aA

LOI fuxZr gksus ds mijkUr QeZ@Bsdsnkj }kjk vuqcU/k ls iwoZ vuqcfU/kr /kujkf'k dk 5 izfr'kr FDR ds :i esa vfxze lqj{kk /kujkf'k tek djk;h tkuh gksxhA

QeZ dks fufonk esa Hkkx ysus ls iwoZ fuekZ.k LFky dk voyksdu dj ysuk pkfg,A

;g ekuk tk;sxk fd QeZ us fufonk esa Hkkx ysus ls iwoZ dk;Z LFky dk Hkyh Hkkafr voyksdu dj fy;k gSA

dk;ZLFky ls iqjkuh [kafMr ;k vuqi;ksxh lkexzh dks okil ugh fy;k tk;sxk rFkk bls fuEufyf[kr njksa ij Bsdsnkj dks tkjh fd;k tk;sxkA a. Scrap MS/CI/GE items @ Rs 29 Kg. b. Brick Work @ Rs. 1200/Cum. c. Brick bats @ Rs. 1000/Cum. d. In Dismantling of Brick Work 60% Bricks, 28% Brick Bat and 12% Debries will be treated as recovered. Debries will be issued free of cost.

Contractor has to use following brands –

i. Cement - ACC,Ultratech & Ambuja make or equivalent.

ii. Steel - TATA,SAIL,Rathi make or equivalent.

iii. Aluminium work – Hindalko/Jindal make or equivalent.

iv. Glass - Modi/Sant Gobin make or equivalent.

v. False ceiling –Armstrong make or equivalent.

vi. Chemical emulsion- Bagon make or equivalent.

vii. Steel sheet –Tata Durashine make or equivalent.

viii. Tiles work-Somany or Kajaria make or equivalent.

ix. Exterior paint –ICI dulux weather shield max or equivalent.

x. Intterior paint –ICI brand acrylic distemper or equivalent.

xi. Putty – Birla or Sakarni or equivalent.

xii. Wire –Finolex or havells or equivalent.

xiii. Switch. –Anchor or Havells or equivalent.

xiv. MCB –Havells make or equivalent.

xv. Waterproof Compound –Dr. Fixit or equivalent.

xvi. Plyboard/Blockboard – Reliance or Scorpio deep ISI mark or equivalent.

xvii. PVC Pipe –Finolex or Supreme make or equivalent.

xviii. Sub-Mercible/Monoblock Moter Pump –KSB , Crompton make Water seal or equivalent.

xix. GI ‘B’ Class pipe –Jindal make or equivalent.

xx. PVC water storage tank – Syntex , Euro make four layer or equivalent.

xxi. PVC Cistern –Hindware make or equivalent.

xxii. Looking Mirror –Atul make or equivalent.

xxiii. Urinals –Hindware make or equivalent.

xxiv. Wash Hand Basin- Hindware make or equivalent.

xxv. WC Pan- Hindware make or equivalent.

xxvi. Water Supply Fitting – L & K or Royal (Sonata) make or equivalent.

xxvii. Enamel Paint – ICI dulux make or equivalent.

xxviii. Flush Door –Kitply,Century,Duragaurd make or equivalent.

xxix.Concertina Coil – Steel wire of Tata make or equivalent.

Seal of Company

Designation ……………………………………………….

Name of Bidder

BILL OF QUANTITY Civil Works for Upgradation of the existing 132/33 KV GIS Sub-Station into 220/132/33 Kv GIS Substation Ecotech-10, Greater Noida including Construction of 220kV GIS Building with cable cellar ,CRP Room, AHU Room , Battery room & OffIce ,Extension of Existing 132kV and 33KV GIS Building Hall & Basement ,FFPH Building, Sump House,Store Room, Main Gantry, Auxillary Foundation, Cable Trenches with cover, Transformer Plinth with CTR tank, Fire Protection wall ,sand pit,C.C. Road, Drain,Culvert, Chain-link fencing,Water supply works, Tube Well Boring,Water supply pipe lines works,Earth Filling & Cutting,Park & Plantation,Mulsifier Tank,Substation Turfing, Water Harvesting & Recharge pit, Leveling & Dressing of site, Electrical wiring & fitting, Furniture and Misc. Development Works for completion of sub-station in all respect as per direction of Engineer in-charge. b. Construction of residential quarters Type-IV (01 No), Type-III (01 No) , Type-II (04 No) complete in all respect as per direction of Engineer in-charge. c. Construction of security wall, Security hut and Gates complete in all respect as per direction of Engineer in-charge.

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

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.

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

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

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

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.

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.

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

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

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

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)

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

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)2

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

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).

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

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

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform

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

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

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

Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide

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

Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of 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).

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

Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).

Providing and fixing sheet covering over expansion joints with iron screws as per design.Cement bonded wood particle board 6mm thick as per IS : 14276 150 mm wide

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

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)

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)

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)

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)

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

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

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 5mm thick glass pane (weight not less than 10Kg/SqM). (9.7.7.1)

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading

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

Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete :2nd class teak wood 50x12 mm

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.

Providing and fixing ISI marked IS:1341 M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12mm

Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 200x10 mm

Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 100x10 mm

Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm

Providing and fixing bright finished brass handles with screws etc. complete: 125 mm

Providing and fixing bright finished brass handles with screws etc. complete: 100 mm

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.

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.

Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

Providing and fixing chromium plated brass handles with necessary screws etc. complete:125 mm

Providing and fixing ISI marked aluminium butt hinges 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: 125x63x4 mm

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm

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

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

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

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.

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

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

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

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.).

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes

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.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate

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

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

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

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

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

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

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

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 87.5 degtee110 mm diameter

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. Shoe (Plain) 110 mm bend

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)

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

Rough cast plaster upto 10 m height above ground level with a mixture of sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10 mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement.Ordinary cement finish using ordinary cement

Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.

Extra for plastering on circular work not exceeding 6 m in radius:

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

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

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre

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)

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

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.

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

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

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

supplying and stacking at site.90 mm to 45 mm size stone aggregate.

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

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

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.

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

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

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

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap

Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 610x460 mm bowl depth 200 mm

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

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

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

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.

Providing and fixing toilet paper holder : C.P. brass

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal dia Pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes

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

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

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

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

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

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

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

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 80 mm nominal dia Pipes

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

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

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

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

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

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

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

Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 20 mm nominal bore

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

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

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

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.

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

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

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore

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

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

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

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

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

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

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

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

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

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

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.For vertical surface two coats @ 0.70 kg per sqm per coat

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.For horizontal surface one coat @1.10 kg per sqm.

Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having compressive strength Class R4 ≥45 MPa and adhesive bond strength Class R3 ≥1.5 MPa. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat.

Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having compressive strength Class R4 ≥45 MPa and adhesive bond strength Class R3 ≥1.5 MPa. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.For patching of tie rod holes, prepared tie rod hole surface and then primed the area with integral crystalline slurry @0.070kg/sqm and while the surface is tacky repair and then filled the tie rod holes with crystalline [email protected] per hole. The crystalline mortar should be tightly rodded into tie rod holes or packed tightly (For 25x25x25 mm tie rod hole, use 0.040kg to fill the hole)

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

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia

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.

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.

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

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

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia

Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ≥ 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6

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.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe .

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

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

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

Neat cement punning.

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

Providing and fixing ball bearing for rolling shutters.

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

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).

Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment).

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

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).

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

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

Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) Holes 1.2 m dia and 1.2 m deep

Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)Holes 60 cm dia, and 60 cm deep

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.

Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded).

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

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

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

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.

Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and Stacking of Minia erecta plant of height 45-60 cm. multibranches, well developed in poly bags of size 20 cm as per direction of the officer-in-charge.

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cont.(132 kv ecotech -08 )

Total (Rs.) :