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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance KRISHNA COMPLEX JAIN COLLEGE ROAD SAHARANPUR UTTAR PRADESH PIN CODE 247001 | SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | -2.88% | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.2 Cr+₹5.0 L (1.58%)Admitted-Finance | -1.35% | ₹3.2 Cr+₹5.0 L (1.58%) | L2 | Admitted-Finance |
| 3 | L3₹3.2 Cr+₹6.4 L (2.04%)Admitted-Finance E 31 SECTOR 36 GREATER NOIDA G B NAGAR U P | GREATER NOIDA | G B NAGAR | U P | -0.90% | ₹3.2 Cr+₹6.4 L (2.04%) | L3 | Admitted-Finance |
Tender Value
₹3.2 Cr
EMD Value
₹6.5 L
Closing Date
6 Jul 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Development of smart Village Ithera in Greater Noida.
2026_GNIDA_1163079_3
SM/(E-TENDER CELL)/2026/768 DATED-19.06.2026
Open Tender
Civil Works
Percentage
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹5,020
₹6.5 L
13 Aug 2026
23 Jun 2026
8 Jul 2026
23 Jun 2026
6 Jul 2026
23 Jun 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 |
|---|---|---|---|---|---|
| 1Part-A Road work 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 earth with lead upto 50 metres. (DSR-18/16.1) | |||||
| 2Cement concrete with 4cm gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work | |||||
| 2.01 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) | - | Cum | - | - |
| 3Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/D/Case-II) | |||||
| 3.01 | PCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/D/Case-II) | - | Cum | - | - |
| 4Part-B Drain work Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1) | |||||
| 5Cement concrete with 4cm gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work | |||||
| 5.01 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) | 1 | Cum | - | - |
| 6M-150 brick work in 1:6 cement & fine sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305) Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A)) | |||||
| 7Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/279) Same as above item no 279 but with 2cm gauge stone grit instead of 4cm gauge stone ballast. (SOR-20/279(a) | |||||
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Tendernotice_1.pdf
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BOQ_2180364.xls
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PreQ_Development_Smartvillage_Ithera.pdf
Tender Documents • 0.98 MB
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