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NTID 39793951
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Multipurpose Social Centre At , Chennai - Tender Details
Chennai Metropolitan Development Authority (CMDA)
Chennai, Tamil Nadu, India
NTID 39793951
- Opening Date : Tue 8th April, 2025
- Closing Date : Mon 7th April, 2025
- ₹ 0.00
- NTID 39793951
Tender Description
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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BOQ Items Total Items : 363 | Total Qty : 206532.86
# | Item | Quantity | Units |
---|---|---|---|
1 | Providing and constructing cast in situ hydraulic bored piles of 600mm diameter in M30 grade concrete using blended cement - slag cement with minimum cement content of 400kg/m in accordance with the structural engineers drawings and directions, but exculding reinforcement including cost of mobalization of all necessary plants, equipment's like piling rigs, temporary casing of appropriate length for setting out cardinal points and the removal of the same, boring in overburden, using bentonite mud circulation technique or any other method duly through all strata upto the foundation level of piles etc., complete all as approved by the departmental engineer. Further include dewatering, placing concrete by tremie pipe method, disposal of bored material outside the site. Including Chipping carefully cut off portion of piles as required without any damage to the piles and dressing the top and removing all the debris away from the site with out any extra cost as directed including the cost of all tools, plants, conveyance, all labour, lead and lift required etc ., | 1376.00 | Rmt |
2 | Supplying and conducting Pile integrity test (PIT) on the piles under each cluster by using 6 lbs nylon tipped hand held hammer, glueing sensitive accelerometer on top of the pile by petro wax or petroleum jelly after making the pile head smooth and even by disc grinder, providing stage wise and final report along with relevant conclusions etc. as directed by client / Engineer in charge. as per latest IS - 2911. | 20.00 | No.s |
3 | Carrying out Dynamic load test (Routine load Test) on Bored cast-in-situ pile as specified in IS:2911 (Part 4)for specified test loads.( 600 mm dia ). Includes all plant, equipment, machinery, instruments, measuring devices, platforms and kentledge pile caps etc., dismantling and carting away entire setup, excavation and dewatering etc., all complete | 2.00 | No.s |
4 | Earth work excavation for all foundations in all type of soils and sub soils to the required depth for Footings, plinth / grade beams, etc,. by mechinaries including manual excavation for the following type of soil / rock as per detailed specification. As per SS 20B as hard rock requiring blasting inclusive of shoring strutting and baling out water wherever necessary and including refilling 0 to 2.0m depth consolidation depositing the surplus earth in places shown clearing and leveling the site with an initial lead of 10 metre and lifts as specified hereunder etc., complete in all respects complying with relevant standard specification and as directed by the departmental officers. | 1050.00 | Cum |
5 | Carting away surplus excavated earth available with in the campus is to be carted to a lead of within 35 KM from site. The rate shall include loading into the tipper/ lorry transporting and unloading, leveling and the earth scooped by bulldozers grading etc.,complete with all respects complying with relevant standard specification, as directed by the Departmental Officers. Rate to include materials, loading, unloading, transportation, plant and machinery, hire and fuel charges for tools and plants and other incidental charges, royalties, seignorage and taking statutory approvals as necessary to carry out the work as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. | 1800.00 | Cum |
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