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| Tender ID | 4012263 |
|---|---|
| Organisation Name | Rural Engineering Department |
| Tender Brief | Corrigendum : Aaudhyanik Prayog Avam Prashikshan Kendra Saharanpur Mein Shahad Parikshan Prayogshala Ka Nirmaan Karya |
| Last Date For Submission | 27th Apr, 2026 |
| Opening Date | 27 Apr, 2026 |
| Document Cost | 2714.00 |
|---|---|
| EMD | 206000.00 |
| Estimated Cost | 10282000.00 |
| City | Saharanpur |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil (As per DSR- 2.6.1). | 725.64 | Cum. |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials (As per DSR- 2.26.1). | 159.10 | Cum. |
| 3 | Providing and injecting chemical for pre construction anttermite treatment andc reating and chemical barrier under and around the column pits wall trench esbasement excavation tops urface in plinth filling junction of wall and floor, along the external permeter of binding expansion joints surrounding or pipes and conduit etc. complete (plinth area of the building at ground floor only shall be measured as per I.S.6313 (parII1981 Aldrine emulsifiable concentrate or any other approved material such as heptachlor of chlordane will be used. The rate of application of chemical emulsion shall be as follows:- 1.Treatmentformassonary and foundation 5 liters per sqm. 2.Back fill in immediate contact with foundation 7.5 liters per sqm. 3.Treatment of surface of plinth filling 5 liters per sqm. 4. Treatment of soil along external pera meter of Building 7.5 liters per sqm 5. Treatment of soil under external parameter 5 liters per sqm. (As per PWD SOR-2022 - New Item- 19). | 335.59 | Sqm. |
| 4 | Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth ,consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m (As per DSR- 2.25). | 475.84 | Cum. |
| 5 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and irection of Engineer -in - charge. (As per DSR- 2.25(a)). | 148.35 | Cum. |
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