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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.7 LAccepted-Finance | ₹9.7 L | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹13.3 LRejected-Finance | ₹13.3 L | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹13.7 LRejected-Finance | ₹13.7 L | L-3 | Rejected-Finance L-3 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹13.9 L
EMD Value
₹33,000
Closing Date
16 Apr 2026, 5:00 pmClosed
GM-CIVIL
Main Administrative Building Sector-6 Noida
M/o Building (C/o Urinal Blocks and Toilet in Sector-61) Noida
2026_NOIDA_1132700_1
66/GM/SM(WC-05)/2025-26
Open Tender
Civil Works
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,416
NOIDA
₹33,000
30 Apr 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 |
|---|---|---|---|---|---|
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and amming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | - | cum | - | - | |
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.50 mt. | - | cum | - | - | |
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | cum | - | - | |
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :- 1:5:10 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | - | cum | - | - | |
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). | - | sqm | - | - | |
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | - | cum | - | - | |
Centring and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. | - | sqm | - | - | |
Centring and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. | - | sqm | - | - | |
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | kg | - | - | |
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 | - | - |
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