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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹49.2 LAccepted-Finance | ₹49.2 L | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹50.0 L+₹78,774.31 (1.60%)Rejected-Finance | ₹50.0 L+₹78,774.31 (1.60%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹51.3 L+₹2.0 L (4.12%)Rejected-Finance | ₹51.3 L+₹2.0 L (4.12%) | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹51.8 L+₹2.6 L (5.27%)Rejected-Finance | ₹51.8 L+₹2.6 L (5.27%) | L-4 | Rejected-Finance L-4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹50.8 L
EMD Value
₹1.2 L
Closing Date
29 Apr 2026, 5:00 pmClosed
GM-CIVIL
Main Administrative Building Sector-6 Noida
M/o Boundary Wall (M/o Boundary Wall, Grit Plaster Commercial Plot in Sector-71) Noida
2026_NOIDA_1136951_1
09/GM/SM(WC-05)/2026-27
Open Tender
Civil Works
Fixed-rate
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,832
NOIDA
₹1.2 L
8 Jun 2026
15 Apr 2026
30 Apr 2026
15 Apr 2026
29 Apr 2026
15 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | - | sqm | - | - |
| - | 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 | - | kg | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size | - | cum | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
| - | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). | - | sqm | - | - |
| - | Forming groove of uniform size in the top layer of washed stone gritb plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :15 mm wide and 15 mm deep groove | - | mtr. | - | - |
| - | 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) | - | mtr. | - | - |
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