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| # | Company | Amount |
|---|---|---|
| 1 | ₹45.1 L |
Tender Value
₹63.8 L
EMD Value
₹1.3 L
Closing Date
5 Mar 2026, 3:00 pmClosed
Executive Engineer, BUILDING DIVISION NAWADA
EE
Executive Engineer , Building Division Nawada, BCD, BIHAR
Superintending Engineer, BUILDING CIRCLE GAYA
SE
Rising of Boundary wall height, at Govt. Polytecnic , Khanwan at Block- Narhat, Dist- Nawada
124812
NIT 20/BCD/NAWADA/2025-26
Open Tender
CIVIL
Nawada
• 1) Audited Annual Financial Turnover from Chartered Accountant for the years
• 2) Certificates by Employer (not below the rank of Executive Engineer) for successful completion of works during last five years, specifying
i. Name of work
ii. Employer
iii. Location
iv. Contract amount
v. Date of start
vi. Date of completion
vii. Number of storey
viii. Total built up area of building in contract
• 3) List of Works in hand (Existing Commitment) specifying
i. Name of work
ii. Employer
iii. Location
iv. Contract amount
v. Date of start
vi. Date of completion.
• 4) C.V. of Engineers with
i. Educational qualification certificate
ii. Individual affidavit of Engineer to perform the job if allotted to bidder
• 5) Document showing ownership of plants and equipment needed for successful completion of work :-
i. Automatic Batching plant with accessories
ii. Concrete Mixer with weighing facility
iii. Steel centering and shuttering showing area in square feet
iv. water Tanker
v. Vibrator
• 6) Details of financial availability:-
i. Certificate of any Nationalized Bank extending credit facility up to 10 % of B.O.Q Amount
ii. Self declaration of investing 25 % of B.O.Q Amount.
• 7) Certificates in the form of Affidavit by the bidder for: -
i. Bidder had not abandoned any project which was taken up by bidder
ii. Bidder had never been in Litigation lying in any court of law with employer of previous works
iii. Bidder had no relative or any person directly or indirectly involved in design, execution, supervision and testing of this tendered
• 8) Bidding Capacity statement
Bidding Capacity, BC = A x N x 2 ? B
Where,
A= Maximum ATO at current price level (with 8% annual indexation)
N = Time of completion of this tendered work in years
B = Value of works in hand (Existing Commitment of Bidder)
CIVIL
PERCENTAGE
L1
1
10 documents required · 10 mandatory
₹10,000
Processing Fee: 590
₹1.3 L
AT SE GAYA OFFICE ON 17-02-2026 03:00 pm
11 May 2026
10 Feb 2026
6 Mar 2026
10 Feb 2026
5 Mar 2026
10 Feb 2026
17 Feb 2026
Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in: Channels.angles, tees and flats
Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead:
Dismantling barbedwire or flexible rope in fencing including making roll:; and stacking within 50 metres lead
Dismantling steel work inbuiltup sections without dismembering and stacking within 50 metres lead
Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcemen 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size)
Centring and shuttering including strutting,propping etc. and removal of form for.
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1.:4 (1 cement: 4 coarse sand ) + Extra tor Brick work in superstructure above plinth level upto floor V cum
12 mm Cement plaster in course sand (1:4)
15 mm cement plaster on rough side of single or half brick wall of mix .1:4
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@ 2.20 kg/ 10 sqm)
Finishing walls with Acrylic Smooth exterior paint of required shade Oldwork(Two or more coat applied @ 1.67 ltr/10sqm)on existing cement paint surface
STEEL ANGLES (50x50x6)
Applying priming coat: With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works
Painting with readymixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats)
Labour for cutting of M.S. angle iron post to required length, one end splitted as fish tailed in a length of 150mm complete as per building specification and direction of E/l
Drilling 6mm Dia. In M.S. angle iron for fixing of staples etc. as per building specification and direction of E/l.
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 2.4 m 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 (2.5 mm 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
bricks (lead 1k+7p)
coarse sand (1k+34p)
stone chips
B.C.D, Nawada
Item No.
Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in: Channels.angles, tees and flats
Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead:
Dismantling barbedwire or flexible rope in fencing including making roll:; and stacking within 50 metres lead
Dismantling steel work inbuiltup sections without dismembering and stacking within 50 metres lead
Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcemen 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size)
Centring and shuttering including strutting,propping etc. and removal of form for.
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1.:4 (1 cement: 4 coarse sand ) + Extra tor Brick work in superstructure above plinth level upto floor V cum
12 mm Cement plaster in course sand (1:4)
15 mm cement plaster on rough side of single or half brick wall of mix .1:4
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@ 2.20 kg/ 10 sqm)
Finishing walls with Acrylic Smooth exterior paint of required shade Oldwork(Two or more coat applied @ 1.67 ltr/10sqm)on existing cement paint surface
STEEL ANGLES (50x50x6)
Applying priming coat: With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works
Painting with readymixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats)
Labour for cutting of M.S. angle iron post to required length, one end splitted as fish tailed in a length of 150mm complete as per building specification and direction of E/l
Drilling 6mm Dia. In M.S. angle iron for fixing of staples etc. as per building specification and direction of E/l.
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 2.4 m 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 (2.5 mm 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
Unskilled labour
bricks (lead 1k+7p)
coarse sand
stone chips
B.C.D, Nawada
aoc.json
Purchase Order
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ENC LT 1094.pdf
NIT • 3.92 MB
nitpapercutting.pdf
NIT • 1.02 MB
BOQ.xlsx
NIT • 0.07 MB
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