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Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
10 Jun 2026, 5:00 pm5d left
SM_TENDER CELL
GNIDA OFFICE
Development work CC road, Sewer line, water line and RCC drain from DSC Peramount road to School in Village Tilapta Karnawas, Greater Noida.
2026_GNIDA_1156053_24
SM/(E-TENDER CELL)/2026/755 DATED-27.05.2026
Open Tender
Civil Works
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹2,400
₹2.4 L
1 Jun 2026
1 Jun 2026
12 Jun 2026
1 Jun 2026
10 Jun 2026
1 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 |
|---|---|---|---|---|---|
| 1Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (DSR-18/15.3) | |||||
| 2Earth work in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M lift and 30M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M. distance as directed by the Engineer in charge excluding Royallity. Wherever applicable for small work of Abadi area. (Where machine can not reach/move) SOR-20/253(a)/4.03) | |||||
| 3 | Cartage of earth or fly ash when added to schedule item no. 253 : 1st Km. (if lead is beyond ½ Km) SOR-20/261(b)) | 1 | Cum | - | - |
| 4 | 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) | 1 | Sqm | - | - |
| 5 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.(DSR-18/11.2) | 1 | Sqm | - | - |
| 6Cement 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 | |||||
| 7Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/D/Case-II) | |||||
| 7.01 | PCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/D/Case-II) | - | Cum | - | - |
| 8 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound. (DSR-18/16.46.1) | 1 | per cm depth per cm width per m length | 1 | ₹1 |
| 9Excavation 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) | |||||
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