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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹54.2 LAccepted-Finance | ₹54.2 L | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹54.7 LRejected-Finance | ₹54.7 L | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹54.7 LRejected-Finance | ₹54.7 L | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹54.9 LRejected-Finance | ₹54.9 L | L-4 | Rejected-Finance L-4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹55.6 L
EMD Value
₹1.3 L
Closing Date
16 Apr 2026, 5:00 pmClosed
GM-CIVIL
Main Administrative Building Sector-6 Noida
M/o Building (C/o Boundrywall of Green Belt in Pocket B-09 and P/F Concertina Coil Fencing and Washed stone grit plaster on Boundary walls of Pocket B-1, B-3, B-5, B-9, B-10, B-10A, B-12A, B-14, Nil Giri-I and Nil Giri-III and C-Block in Sector-34) N
2026_NOIDA_1132711_1
63/GM/SM(WC-05)/2025-26
Open Tender
Civil Works
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,832
NOIDA
₹1.3 L
3 Jun 2026
2 Apr 2026
17 Apr 2026
2 Apr 2026
16 Apr 2026
2 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 |
|---|---|---|---|---|---|
Excavation in foundation in ordinary soil ( Loam ,clay or sand ) Including lift upto 1.50 M. and lead upto 30M. and including filling watering and ramming of exavated earth into the trenches or into the space between the building and the side of foundation trenches or into the plith and removal and disposal of surplus earth as directed by the Engineer -in charge upto distance of 30 M. from the foundation trenches. (Where machine con not reach/move). | - | Cum | - | - | |
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 : 8 graded stone aggregate 40 mm nominal size). | - | cum | - | - | |
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | - | cum | - | - | |
Brick work with F.P.S. bricks of class designation 100 in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | - | cum | - | - | |
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,
parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | - | cum | - | - | |
Centring and shuttering including strutting, Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.propping etc. and removal of form for : | - | sqm | - | - | |
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 | - | - | |
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre lenght (total lenght 90 mt. ) having 50 nos rounds per 6 metre lenght upyo 3 m heightv 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. barbed wire 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 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | - | metre | - | - | |
Washed stone grit plaster on exterior walls of height upto 10 M. above level in two layers, under layer 12mm 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 15mm cement plaster 1:1/2:2 (1 cement : 1/2 coarse sand : 2 stone chipping 10mm 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 grit 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 | - | rmt | - | - |
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