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NTID 43693432
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Inquiry NowConstruction Of 452 Tenements in Chennai - Complete Tender Details
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Tamil Nadu Urban Habitat Development Board
Chennai, Tamil Nadu, India
NTID 43693432
- Opening Date : Thu 19th February, 2026
- Closing Date : Thu 19th February, 2026
- ₹ 0.00
- NTID 43693432
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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Estimated Cost
Refer Documents
BOQ Items Total Items : 266 | Total Qty : 557876.04
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Labour charges for providing bored cast in situ piles of 500 mm dia to the required depth from the existing ground level including boring through ordinary soil other than soft rocks hard stratum and providing arrangements for concreting by tremie method as per IS 2911 excluding the cost of concrete, steel & fabrication of reinforcement in position but including the cost of mobilization charges bentonite solution, clearing the removed mud away from the vicinity of site and hire charges of all other tools & plants and rig required for the work etc., complete as directed by the Engineer. | 9126.00 | RM |
| 2 | Test of single pile under routine load test, for a test load of 1350 KN (safe load (900x1.5) as per IS 2911 (part IV)-2013 inclusive of all charges for mobilization, extention or cutting of pile that may be necessary errecting loading platform in the manner acceptable and approved by Engineer with labour and other incidental charges for loading and unloading test load and hire charges and all other incidental charges for conducting test including retaining the test load for 24hours at 100% capacity test certificate and caliberation charges for pressure gauge are to be produced to the Engineer. Before commencing day of test. Caliberation of pressure gauge has to be done before applying the Ist load etc, complete in all respects as directed by the Engineer | 6.00 | Nos |
| 3 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the Engineer with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the Engineer.- Upto required Footing Depth. Data worked out for 48 m3 per day/8 hrs. | ||
| 4 | With intial lead of 10 m and Intial lift of 2.40 m | 1603.00 | M3 |
| 5 | With intial lead of 10 m and Intial lift of 2.40 - 3.40 m | 824.00 | M3 |
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