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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹67.3 LAdmitted-Finance | -5.76% | ₹67.3 L | L1 | Admitted-Finance |
| 2 | L2₹67.9 LAdmitted-Finance | -4.98% | ₹67.9 L | L2 | Admitted-Finance |
| 3 | L3₹68.8 LAdmitted-Finance | -3.75% | ₹68.8 L | L3 | Admitted-Finance |
| 4 | L4₹70.4 LAdmitted-Finance | -1.50% | ₹70.4 L | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹71.5 L
EMD Value
₹1.4 L
Closing Date
16 Apr 2026, 5:00 pmClosed
SM (WC-2) Sector 19 Noida
SM (WC-2) Sector 19 Noida
M/o Building (Repairing of boundary wall interlocking tile and other misc. work of Royal Plaza Market B-41 Sector-31) Noida
2026_NOIDA_1132716_1
42/GM/SM(WC-2)/CB/ET/2025-26
Open Tender
Civil Works - Others
90 days
Noida
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,832
Yes
Noida
₹1.4 L
Yes
19 May 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 |
|---|---|---|---|---|---|
| 0.0 | 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 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 | - | - |
| 0.0 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | - | sqm. | - | - |
| 0.0 | 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 (Zone-III) : derived from natural sources: 8 graded sone aggregate 40 mm nominal size derived from natural sources). | - | cum | - | - |
| 0.0 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100.0 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | - | Cum | - | - |
| 0.0 | 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) | - | Sqm | - | - |
| 0.0 | Neat cement punning. | - | Sqm. | - | - |
| 0.0 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent designn mix) | - | Cum | - | - |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform | - | Sqm. | - | - |
| 0.0 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars. | - | Kg | - | - |
| 0.0 | Providing and laying in position ready mixed M-25 grade concrete for
reinforced cement concrete work, using coarse aggregate as wall as fine aggregate derived from natural sources and cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). | - | Cum. | - | - |
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