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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical NOT AVAILABLE | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹9.5 L
EMD Value
₹28,499
Closing Date
11 Aug 2026, 3:00 pmClosed
Udhayan Prabhari Ghaziabad Nagar Nigam
IV floor Udhaayn Vibhag Ghaziabad Nagar Nigam
Work-24 Construction of a footpath in the park near the ancient Shiva temple in Sihani City Zone, Ward No. 31.
2026_DOLBU_1172110_24
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
₹28,499
11 Aug 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 | Excavation in foundation in ordinary soil (Loam, clay or sand) Including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into | 32.02 | cum | 110 | ₹3,522.2 |
| 2 | S/L P:C:C (1:6:12) with 40 mm gauge brick ballast, fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer in charge / AS PER PWD SOR | 8 | cum | 4,000 | ₹32,000 |
| 3 | 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) | 36.02 | cum | 5,170 | ₹1,86,223.4 |
| 4 | Earth Work in Embankment (lead upto 8 km) in ordinary soll excavation to be in the form of regular pits not exceeding 0.50 m 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 | 73.08 | cum | 295.1 | ₹21,565.91 |
| 5 | S/L of stone ballast 22.4 to 53 RMR mm size with stacking for 10 measurment etc all complete as per the direction of engineer | 31.77 | cum | 2,151.2 | ₹68,343.62 |
| 6 | Supply of screening material with stacking for measurment 11 etc all complete as per the direction of engineer in-charge | 5.73 | cum | 2,050.2 | ₹11,741.5 |
| 7 | 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 | 31.77 | cum | 690 | ₹21,923.72 |
| 8 | Supply & laying 80 mm thick Precase cement concrete Ishape Interlocking paver block (Grey color) with top layer of minimum 8 mm thickness having plan dimension 00%(160+120mm) of O.P | 423.6 | sqm | 930 | ₹3,93,948 |
| 9 | S/L CIC (1:2:4) with 20 mm stone grit, coarse sand & cement etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 279 (a). | 4 | cum | 7,050 | ₹28,200 |
| 10 | 12 mm thick plaster with cement and coarse sand of1.25 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 | 104.4 | sqm | 200 | ₹20,880 |
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