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| Tender ID | 4462283 |
|---|---|
| Organisation Name | Rural Engineering Department |
| Tender Brief | Construction Of An Intermediate Building At Government High School Lohvan, Block Raya, District Mathura |
| Last Date For Submission | 22nd Jun, 2026 |
| Opening Date | 22 Jun, 2026 |
| Document Cost | 2354.00 |
|---|---|
| EMD | 440000.00 |
| Estimated Cost | 0.00 |
| City | Mathura |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.8.1 | 243.540 | cum |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 1.50mt to 3.0 mt | 29.370 | CUM |
| 3 | Excavating, supplying and filling of local earth (excluding royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (Under Floor) as per SI.No. 2.25 (a) | 2015.000 | CUM |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per SI no 2.27 | 158.600 | CUM |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 | 32.890 | CUM |
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