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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | -2.10% | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.3 CrAdmitted-Finance | -2.10% | ₹1.3 Cr | L1 | Admitted-Finance |
| 3 | L2₹1.3 CrAdmitted-Finance | -1.50% | ₹1.3 Cr | L2 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical 15 3 625017 | MADURAI | TAMIL NADU | 625017 | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.3 Cr
EMD Value
₹3.1 L
Closing Date
6 Apr 2026, 5:00 pmClosed
GM
MAIN ADMIN BUILDING SECTOR 6 NOIDA
Strengthening of main and internal road Drain and Boundary Wall P/L Interlocking tiles on kaccha portion for 5percent abadi Plots in Sec-159 Noida
2026_NOIDA_1128291_1
50/GM/SMWC10/ET/25-26
Open Tender
Civil Works
120 days
NOIDA
REFER TO TENDER DOCUEMENT
3 documents required · 3 mandatory
₹5,310
NOIDA
₹3.1 L
28 Apr 2026
20 Mar 2026
7 Apr 2026
20 Mar 2026
6 Apr 2026
20 Mar 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 | Item Code |
|---|---|---|---|---|---|---|
Providing and laying 60 mm thick factory made cement concrete interlocking paver Bock of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001113 | |
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (4.1) 400-1) B By Mix in Place Method | - | Cum | - | - | BI01010001010000000000000515BI0100001114 | |
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (wmm) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.. 406(4.12) | - | Cum | - | - | BI01010001010000000000000515BI0100001115 | |
M-150 Brick Work in 1:4 Cement & Coarse sand of 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work | - | Cum. | - | - | BI01010001010000000000000515BI0100001116 | |
12 mm cement plaster of mix :1:4 (1 cement : 4 coarse sand) | - | Sqm. | - | - | BI01010001010000000000000515BI0100001117 | |
Neat Cement Punning | - | Sqm. | - | - | BI01010001010000000000000515BI0100001118 | |
Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing (9.14 G,case-II) | - | Cum | - | - | BI01010001010000000000000515BI0100001119 | |
Plain/ Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications. C-RCC Grade M30 using batching plant transit mixer & Concrete pump (9.15 C) | - | Cum | - | - | BI01010001010000000000000515BI0100001120 | |
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-500 or more. | - | kg | - | - | BI01010001010000000000000515BI0100001121 | |
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 design mix) | - | Cum | - | - | BI01010001010000000000000515BI0100001122 |
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