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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹73.2 LRejected-Finance | ₹73.2 L | L-1 | Rejected-Finance L-1 |
| 2 | L-2₹74.1 L+₹92,990.56 (1.27%)Rejected-Finance | ₹74.1 L+₹92,990.56 (1.27%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹74.5 L+₹1.3 L (1.79%)Rejected-Finance | ₹74.5 L+₹1.3 L (1.79%) | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹75.7 L+₹2.5 L (3.47%)Rejected-Finance | ₹75.7 L+₹2.5 L (3.47%) | L-4 | Rejected-Finance L-4 |
| 5 | L-5₹77.3 L+₹4.1 L (5.62%)Rejected-Finance | ₹77.3 L+₹4.1 L (5.62%) | L-5 | Rejected-Finance L-5 |
Tender Value
₹78.8 L
EMD Value
₹1.6 L
Closing Date
22 Apr 2026, 5:00 pmClosed
General Manager
Main administrative building, Sector-6, Noida
M/o Building (M/o Shades repairing and painting work, Raising of fencing work around Park and Other repairing works in Bal Sudhar Grah Old Court Campus, Phase-II) Noida
2026_NOIDA_1134720_1
43/GM/SM/WC-7/ET/2025-26
Open Tender
Civil Works
Fixed-rate
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,832
NOIDA
₹1.6 L
1 Jul 2026
8 Apr 2026
23 Apr 2026
8 Apr 2026
22 Apr 2026
8 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 sqm on plan), including dressing of sides and ramming 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.The contractor has to diffrent utilites like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-charge. all kinds of soil. | - | cum | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exccding 30 cm in depth, 1.5m in width or 10 sqm on plan) including disposal of excavated lead upto 50 mtr. & lift upto 1.5Mtr. dispose earth to be leveled & dressed. : All kinds of soil. The Contractor has to detect Different utilities like sewer line, water Supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge | - | cum | - | - |
| - | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth : consolidating each deposited layer by ramming and watering lead up to 50 m and lift up to 1.5 m. (CR) | - | cum | - | - |
| - | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. . DSR-18/I.No-15.60 | - | cum | - | - |
| - | P/laying in position cement concrete of 1:4:8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | - | cum | - | - |
| - | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) DSR No. 6.1.1 | - | cum | - | - |
| - | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | - | Sqm | - | - |
| - | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) | - | cum | - | - |
| - | 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) (DSR-18/I-13.4.1/P-222) | - | Sqm | - | - |
| - | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick. | - | Sqm | - | - |
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