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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical 00 BHADAR TIKARMAFI BAZAR SULTANPUR UTTAR PRADESH 227413 | AMETHI | UTTAR PRADESH | 227413 | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹6.1 L
EMD Value
₹15,000
Closing Date
16 Jan 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SE Civil
57 george town prayagraj
Maintenance Repair of old security wall including fixing of concertina coil fencing
2025_UPCTL_1101638_1
37/ECTC,PRG/2025-26
Open Tender
Civil Works
Percentage
Varanasi
Refer to tender documents
2 documents required · 2 mandatory
₹1,180
SE ECTC PRG A/C 8832005900000016 IFSC PUNB0883200
₹15,000
19 Mar 2026
26 Dec 2025
17 Jan 2026
26 Dec 2025
16 Jan 2026
26 Dec 2025
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 for all lift, as directed by Engineer-in-charge.(DSR 2.6.1)
Providing and laying 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(DSR 4.1.10))
Brick work in foundation & plinth with old dismantled bricks (supplied by department free of cost) and coarse sand mortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,T&P etc complete.( CSI:6.18)
Demolishing brick work In cement mortar 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(DSR 15.7.4).
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts(DSR 5.9.6)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Cement mortar 1:6 (1 cement : 6 coarse sand) in superstructure above plinth level up to floor V level in all shapes and sizes in (DSR 6.4.2)
12 mm cement plaster1:4 (1 cement: 4 coarse sand) of mix :(DSR 13.4.1)
Providing and laying 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) in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level .(DSR 4.1.2)
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.(DSR 13.80)
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) (DSR 13.46.1)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(DSR 10.2)
Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. (DSR 13.62.1)
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)(DSR16.53
Special Condition :-
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SIGNATURE OF TENDERER / AUTHORISED
PERSON ALONGWITH SEAL OF THE FIRM
Full Postal Address:……………………….
Phone No……………….. Mob. No…………
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