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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Rejected-Technical | Rejected-Technical NON-RESPONSIVE |
| 2 | Rejected-Technical HUNJAYAPUR TRAL HAMIRPUR SIROLA HURDOLA | HAMIRPUR | HIMACHAL PRADESH | 174304 | Rejected-Technical NON-RESPONSIVE |
| 3 | Rejected-Technical 221 | HARDOI | UTTAR PRADESH | 209869 | Rejected-Technical NON-RESPONSIVE |
| 4 | Rejected-Technical 85 NUMAIISH PURWA HARDOI | HARDOI | HARDOI | UTTAR PRADESH | 85 | Rejected-Technical NON-RESPONSIVE |
Tender Value
₹31.8 L
EMD Value
₹64,000
Closing Date
26 Feb 2026, 12:00 pmClosed
E E R E D VIKAS BHAWAN HARDOI
E E R E D VIKAS BHAWAN HARDOI
RAJKIY SAMPRECHADH GRAH KI CHAHAR DIWARI KA NIRMAN KARYA
2026_REDUP_1114511_1
LETTAR NO 1861 DATE 21.01.2026
Open Tender
Civil Works
Percentage
90 days
HARDOI
RAJKIY SAMPRECHADH GRAH KI CHAHAR DIWARI KA NIRMAN KARYA
2 documents required · 2 mandatory
₹944
₹64,000
Yes
7 Mar 2026
10 Feb 2026
26 Feb 2026
10 Feb 2026
26 Feb 2026
10 Feb 2026
Earth work in excavation in foundation in ordinary soil including lift 1.5m and lead upto30m.as per P.W.D schedule of rates items No DSR 2.8.1
Providing and laying in cement concrete 1:6:12 (1 cement :6 fine sand : 12graded brick aggregate 40 mm nominal size) including supply of all materials,labour and T&P et.required for proper completion of the work and curring complete,also including cost of form work in foundation and floors as per SI No.273
Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1
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) Above Plinth Lvl as SI No-5.2.2
Class-150 brick work in 1:6 cement and coarse sand mortar in super structure including Necessary cutting & moulding of bricks as required as per SI No DAR 6.4.2
Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1
12 mm tick plaster cement and fine sand of 1.25 finenss modulous mortar in 1:4 including supply of all materials,labour and T&P etc.required for proper completion of the work DAR 13.4.2
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm (Apex Ultima,weather coat all quard ) asin 13.47.1
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
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. In grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per SI no. 10.25.2
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 as per Sl no. -13.62.1
Centering and shuttering including stutting, propping etc. and removal of form. Beam /Band as per SI- 5.9.5
Centering and shuttering including stutting, propping etc. and removal of form. Column as per SI- 5.9.6
Centering and shuttering including stutting, propping etc. and removal of form. Foundation as per SI- 5.9.1
Demolishing R.B. 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.
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