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NTID 43226975
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Inquiry NowInstallation Of Tin Sheds At V in Jodhpur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Installation Of Tin Sheds At V" in Jodhpur, India.
- Opening Date : Mon 29th December, 2025
- Closing Date : Mon 29th December, 2025
- ₹ 7500000.00
- NTID 43226975
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
150000.00 -
Document Cost
1000.00 -
Estimated Cost
7500000.00
BOQ Items Total Items : 24 | Total Qty : 24
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meter lead: For thickness of tiles 10mm to 25mm. | 1.00 | Sqm. |
| 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, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | 1.00 | Cum. |
| 3 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 1.00 | Cum. |
| 4 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). | 1.00 | Cum. |
| 5 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand). | 1.00 | Cum. |
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