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NTID 43199537
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💬 Talk to Our Bidding ExpertChidambaram Municipality- Cons in Chidambaram - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Chidambaram Municipality- Cons" in Chidambaram, India.
MUNICIPAL CORPORATION
Chidambaram, Tamil Nadu, India
NTID 43199537
- Opening Date : Mon 22nd December, 2025
- Closing Date : Mon 22nd December, 2025
- ₹ 1200000.00
- NTID 43199537
Key Values: Document Cost: 0.00 | EMD: 12000.00 | Estimated Cost: 1200000.00
Tender Description
Chidambaram Municipality- Construction Of Pd Shop At Ward No. 21
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
-
EMD
12000.00 -
Document Cost
Refer Documents -
Estimated Cost
1200000.00
BOQ Items Total Items : 34 | Total Qty : 2129.99
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Installation of Vertical Bored cast in situ 300mm dia 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 of cers 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 of cers 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 ) | 48.00 | RM |
| 2 | Earth work open excavation by manual means 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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental of cers and clearing and levelling the site, etc., complete complying with standard speci cation and as direct-ed by the departmental of cers. | 5.00 | Cum |
| 3 | Supplying and lling in foundation, basement, etc with lling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard speci cation and as directed by the departmental of cers. | 5.00 | Cum |
| 4 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard speci cation and as directed by the departmental of cers -Mixing by mechanical means | 5.00 | Cum |
| 5 | Supply and lling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard speci cation and as directed by the departmental of cers. | 10.00 | Cum |
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