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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance | -21.00% | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 CrAdmitted-Finance | -9.99% | ₹3.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.5 CrAdmitted-Finance | -7.97% | ₹3.5 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical E 315 1ST FLOOR SECTOR 27 NOIDA G B NAGAR 201301 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.8 Cr
EMD Value
₹7.6 L
Closing Date
5 May 2026, 5:00 pmClosed
GM (CIVIL)
Main Administrative Building Sector-6 Noida
Internal Development (Construction of 12.00 m wide road, C/o Boundary wall around Green Belt, R/o existing Brick Drain, P/L Grass Turf Paver Blocks and covering of existing open drains in Sector-144 5 persent) Noida
2026_NOIDA_1140018_1
56/GM(C)/ SM (WC-8)/ET/2025-26
Open Tender
Civil Works - Others
365 days
Noida
Please refer to tender documents
3 documents required · 3 mandatory
₹5,310
Noida
₹7.6 L
3 Jun 2026
21 Apr 2026
6 May 2026
21 Apr 2026
5 May 2026
21 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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) | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | 12 mm cement plaster :1:4 (1 cement : 4 coarse sand) | - | sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Neat cement punning | - | sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Earth work embankment in ordinary soil embankment to be in 20 cm layers incluiding ramming dressing the surface to required levels with half tonne steel or wooden rammer and rolling every third and top most layer in roller 8 to10 tonne capacity and including 1.50mtr, lift and all lead ( earth shall be brought from a place which including cartage of earth be machanically transport and T & P. labour etc. required for proper completion. (earth shall be arranged by the contractor at his own cost (CR) | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | - | Sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Supplying and stacking at site.90 mm to 45 mm size stone aggregate | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Supplying and stacking at site.63 mm to 45 mm size stone aggregate | - | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate | - | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Supplying and stacking at site.Moorum | - | Cum | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres With common burnt clay F.P.S. (non modular) bricks of class designation 15 | - | metre | - | - | BI01010001010000000000000515BI0100001122 |
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