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NTID 46006079
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💬 Talk to Our Bidding ExpertFormation Of New Park At Chool in Nungambakkam - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Formation Of New Park At Chool" in Nungambakkam, India.
CORPORATION OF CHENNAI
Nungambakkam, Tamil Nadu, India
NTID 46006079
- Opening Date : Tue 11th August, 2026
- Closing Date : Mon 10th August, 2026
- ₹ 3914390.00
- NTID 46006079
Key Values: Document Cost: 0.00 | EMD: 39500.00 | Estimated Cost: 3914390.00
Tender Description
Formation Of New Park At Choolaimedu High Road Subedar Garden (housing Board) Osr Land In Dn-112, Unit-26, Zone-9
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
39500.00 -
Document Cost
Refer Documents -
Estimated Cost
3914390.00
BOQ Items Total Items : 57 | Total Qty : 9822
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Installation of Vertical Bored cast in situ RCC piles of following diameter in all types of soils, using Standardised Concrete Mix of following grade, with sulphate resistant Cement or OPC/PPC, etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456- 2000. Acceptance criteria by clause 16.1. Frequency of testing as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.( Cost of Reinforcement provided for Pile and Welding charges shall be measured and Paid separately ) Grade of Concrete: M25 300 mm dia pile | 32 | R/M |
| 2 | 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 departmental officers 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 departmental officers.- Upto 2.40m Footing Depth. (including Refilling charges) | 51 | CUM |
| 3 | Supplying and filling in foundation, basement, etc with filling crushed stone dust (Quarry dust) in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 28 | CUM |
| 4 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means | 24 | CUM |
| 5 | Supplying, fabricating and placing in position Ribbed Tor Steel / TMT reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) Above plinth / Basement level | 3128 | KGS |
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