Construction of 01 nos open store platform (size- 50 mtr x 15 mtr) for storage of spare of line tower material and associated work i.e. road work, Drainage at 765/400/220 kv Bhadla-II S/Stn

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 50m.All kind 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 50m and lift up to 1.5m.

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

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level: 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size).

Centring and shuttering including strutting, propping etc and removal of formwork for: Foundations, footings, bases of columns

Providing and laying C.C. pavement with reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. The 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-incharge. 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)

Brick work with common burnt 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)

12mm cement plaster of mix 1:6 (1 cement: 6 coarse sand)

12 mm cement plaster finished with a floating coat of neat cement ofmix :1:4 (1 cement: 4 coarse sand)

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.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

Providing and fixing in position pre-moulded joint filler in expansion joints.

Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound.

Providing and laying Non Pressure NP-2 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 250 mm dia RCC pipes.

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.

Separation Membrane of impermeable plastic sheeting 125 micron thick

Carriage of (Excavated earth )material by mechnical transport including loading unloading and stacking/spreading upto 1 KM

Supply and installation of Switchyard Gate excluding Concrete but including all other works such as earth work, Steel work welded in built up sections, tube section, hollow section including painting (steel primer plus two coat of synthetic enamel paint) etc. complete as per approved drawing and direction of engineer in charge.

Description

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 50m.All kind 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 50m and lift up to 1.5m.

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

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level: 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size).

Centring and shuttering including strutting, propping etc and removal of formwork for: Foundations, footings, bases of columns

Providing and laying C.C. pavement with reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. The 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-incharge. 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)

Brick work with common burnt 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)

12mm cement plaster of mix 1:6 (1 cement: 6 coarse sand)

12 mm cement plaster finished with a floating coat of neat cement ofmix :1:4 (1 cement: 4 coarse sand)

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.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

Providing and laying Non Pressure NP-2 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 250 mm dia RCC pipes.

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.

Separation Membrane of impermeable plastic sheeting 125 micron thick

Carriage of material by mechnical transport including loading unloading and stacking

Months

Construction of Residential Complex: - :

2 or More

Sole Bidder

Sole Bidder

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Printed Name :

Power Grid Corporation of India Ltd.,

Northern Region –I, Regional Headquarter

2 or more

Name of the Bidder

Annex-XXX

2 or more

Details of documentary evidence submitted in support of Qualification Data

Turnover (in Rs. Millions)

Details of documentary evidence submitted in support of Qualification Data

Turnover (in Rs. Millions)

Audited Balance Sheet and Income Statements enclosed

Printed Name :

"Saudamini", Plot No. 2, Sector 29

2 or more

Name of the Bidder

of Transformer

of Transformer

2 or more

Details of documentary evidence submitted in support of Qualification Data

Details of documentary evidence submitted in support of Qualification Data

Details of documentary evidence submitted in support of Qualification Data

Details of documentary evidence submitted in support of Qualification Data

Audited Balance Sheet and Income Statements enclosed

Printed Name :

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Printed Name :

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Company incorporated & registered in [Name of countries]

[Name of Countries]

Printed Name :

[Name of Countries],

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Item Description

Printed Name :

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Printed Name :

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Quantity proposed to be bought/sub-contracted

Quantity proposed to be supplied

Printed Name :

Quantity proposed to be bought/sub-contracted

Printed Name :

Details of the proposed sub-contractor/sub-vendor

Printed Name :

Power Grid Corporation of India Ltd.,

B9, Qutab Institutional Area, Katwaria Sarai

Quantity proposed to be bought/sub-contracted

Quantity proposed to be supplied

Printed Name :

Quantity proposed to be bought/sub-contracted

Printed Name :

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Deviation

Printed Name :

Deviation

Printed Name :

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Printed Name :

Power Grid Corporation of India Ltd.,

B9, Qutab Institutional Area, Katwaria Sarai

Construction of 01 nos open store platform (size- 50 mtr x 15 mtr) for storage of spare of line tower material and associated work i.e. road work, Drainage at 765/400/220 kv Bhadla II

Printed Name :

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Printed Name :

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Date of Retirement/ resignation from POWERGRID

Printed Name :

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Date of Retirement/ resignation from POWERGRID

Printed Name :

Date of Retirement/ resignation from POWERGRID

Printed Name :

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Value of co-efficient

Wholesale Price Index Number for `Cutting, shaping and finishing of stone’(Group Item) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in).

Printed Name :

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Printed Name :

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Printed Name :

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Printed Name :

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Details of Contract and date

Details of Transgression of Integrity Pact by the bidder

Estimated completion date

Projection for next five years

Printed Name :

Power Grid Corporation of India Ltd.,

B9, Qutab Institutional Area, Katwaria Sarai

Description of item on which applicable

Printed Name :

Power Grid Corporation of India Ltd.,

B9, Qutab Institutional Area, Katwaria Sarai

Date of Retirement/ resignation from POWERGRID

Printed Name :

Date of Retirement/ resignation from POWERGRID

Printed Name :

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Printed Name :

having its Registered Office at

Power Grid Corporation of India Ltd.,

Northern Region-I, Reagional Headquarter

Printed Name :

eight

...[Enter the Amendment]…

Bank Draft

Pay Order

Bank Guarantee

Bank Guarantee

Applicable

Bid Security

Governing Law

Terms of Payment

Performance Security

Taxes and Duties

Liquidated Damages for Delay by Contractor

Defect Liability

Guarantee

Patent & Royalties

Limitation of Liability

Settlement of Disputes

Arbitration

Price Adjustment

Printed Name :