Construction of rainwater harvesting Recharge Well & drains at Roorkee substation

Surface dressing of the ground including removing vegetation and inequalities 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

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

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, lift upto 1.5 m, 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 m and lift upto 1.5 m.

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

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) : 4 graded stone aggregate 20 mm nominal size).

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) : 8 graded stone aggregate 40 mm nominal size)

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): 3 graded stone aggregate 20 mm nominal size).

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

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

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

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

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

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 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, Single socketed pipe - 110 mm Dia

12 mm cement plaster finished with a floating coat of neat cement :

Supplying and laying at site.: 90 mm to 45 mm size stone aggregate

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

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.: 150 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.: 150 mm nominal size dia

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

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

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.

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

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

Providing and installing of 150 mm dia GI pipe (medium duty) conforming to IS 1239(Part-1) of reputed make including all cutting, bending, hoisting, welding, making good the facilities (if any), etc complete in all respect

Providing and installing of 150 mm dia Short Bend of reputed make including all , welding, making good the facilities (if any), etc complete in all respect

Supply & installation of RCC Hume pipe 300 mm dia. of class NP-3 (type)

Supply & installation of 2 HP Monoblock Pump Set {Make- Kirloskar or equivalent) and 2 HP Automatic Starter Control Panel set, GI pipes (50 mm suction side and 40 mm delivery side) and its fittings, Cables, etc. Complete

Item Description

Surface dressing of the ground including removing vegetation and inequalities 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

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

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, lift upto 1.5 m, 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 m and lift upto 1.5 m.

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

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) : 4 graded stone aggregate 20 mm nominal size)

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) : 8 graded stone aggregate 40 mm nominal size)

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): 3 graded stone aggregate 20 mm nominal size)

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

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

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

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

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

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 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

12 mm cement plaster finished with a floating coat of neat cement :

Supplying and Laying of stone aggregate of 90 mm to 45 mm size stone aggregate

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

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.: 150 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.: 150 mm nominal size dia

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

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm,in the recharge pit, over the existing layer of boulders, in required thickness,for all leads & lifts, all complete as per direction of Engineer-in-charge.

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.

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

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

Providing and installing of 150 mm dia GI pipe (medium duty) conforming to IS 1239(Part-1) of reputed make including all cutting, bending, hoisting, welding, making good the facilities (if any), etc complete in all respect

Providing and installing of 150 mm dia Short Bend of reputed make including all , welding, making good the facilities (if any), etc complete in all respect

Supply & installation of RCC Hume pipe 300 mm dia. of class NP-3 (type)

Supply & installation of 2 HP Monoblock Pump Set {Make- Kirloskar or equivalent) and 2 HP Automatic Starter Control Panel set, GI pipes (50 mm suction side and 40 mm delivery side) and its fittings, Cables, etc. Complete

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 rainwater harvesting Recharge Well & drains at Roorkee substation

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 :