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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Evaluation Completed Bidder is Qualified |
| 2 | Accepted-Technical | Accepted-Technical Evaluation Completed Bidder is Qualified |
| 3 | Accepted-Technical | Accepted-Technical Evaluation Completed Bidder is Qualified |
| 4 | Accepted-Technical | Accepted-Technical Evaluation Completed Bidder is Qualified |
| 5 | Accepted-Technical | Accepted-Technical Evaluation Completed Bidder is Qualified |
Tender Value
₹3.5 L
EMD Value
₹10,544
Closing Date
11 Aug 2026, 3:00 pmClosed
Udhayan Prabhari Ghaziabad Nagar Nigam
IV floor Udhaayn Vibhag Ghaziabad Nagar Nigam
Work-17 Construction of a boundary wall and footpath, and installation of a gate at Ram Mandir Park, Ward No. 09, Patel Nagar II.
2026_DOLBU_1172110_17
138/UDHYAAN/2026-27 GNN DT 21-07-2026
Open Tender
Miscellaneous Works
Percentage
Ghaziabad Nagar Nigam
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,416
₹10,544
13 Oct 2026
28 Jul 2026
11 Aug 2026
28 Jul 2026
11 Aug 2026
28 Jul 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 |
|---|---|---|---|---|---|
| 1 | Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet).PWD SOR 2022 17.2.2 | 0.46 | M3 | 600 | ₹276 |
| 2 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.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 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machinecan not reach/move) con not | 0.45 | M3 | 100 | ₹45 |
| 3 | Dismantling existing plaster including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metre (200 feet), | 119.59 | m2 | 45 | ₹5,381.55 |
| 4 | Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. for required completion of the work. Proper completion of the work | 3.31 | M3 | 4,000 | ₹13,240 |
| 5 | First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etc all completed as per the direction of engineer in charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a) | 18.75 | M3 | 5,170 | ₹96,937.5 |
| 6 | 12 mm thick plaster with cement and coarse sand ofl.25 fineness modules in (1:4) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. (AS PER PWD SOR 2022 PAGE NO 36 SI NO 13.11 NEW ITEM) | 183.24 | M2 | 200 | ₹36,648 |
| 7 | Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 (AS PER PWD SOR 2022/231( a)+253 (a) SINO-4.03. | 12.6 | M3 | 295.1 | ₹3,718.26 |
| 8 | S/S of 22.4 to 53mm gauge stone ballast with stacking for measurment etc. all complete as per the direction of Engineer in charge (AS PER PWD SOR 2020 RMR) | 4.3 | M3 | 2,151.2 | ₹9,250.16 |
| 9 | Supply of screening material with stacking for measurment 11 etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR | 0.77 | cum | 2,050.2 | ₹1,578.65 |
| 10 | Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clanse 405 | 4.3 | M3 | 690 | ₹2,967 |
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