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NTID 44365298
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💬 Talk to Our Bidding ExpertCorrigendum Construction Of in Tiruvallur - Complete Tender Details
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Hindu Religious and Charitable Endowments Department
Tiruvallur, Tamil Nadu, India
NTID 44365298
- Opening Date : Tue 12th May, 2026
- Closing Date : Tue 12th May, 2026
- ₹ 263017735.00
- NTID 44365298
Key Values: Document Cost: 0.00 | EMD: 1325089.00 | Estimated Cost: 263017735.00
Tender Description
Corrigendum : Construction Of Arulmigu Kabaleeswarar Arts And Science College Phase-2 Belongs To Arulmigu Kabaleeswarar Temple, Mylapore ,chennai-04
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
1325089.00 -
Document Cost
Refer Documents -
Estimated Cost
263017735.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Etender Extension | Date |
BOQ Items Total Items : 401 | Total Qty : 179096.13
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Installation of vertical cast in situ bored piles using reinforced cement concrete Design Mix M30 Grade using 20 mm gauge hard broken stone jelly by settinng the bored cast in situ pile equipments with all accessories and tools at each locations based on the sequence of operations as directed by the departmental officer,boring for the piles from ground level in all soils to the required depth below cut off level to carry a safe working load not less than specified, by Direct Mud Circulation Method (using bentonite clay of required density) inclusive of pile accessories, temporary casing pipe,bentonite solution of 10% of concrete with required density, mobilisation, transferring, instalation of pile driving accessories from one location to other location another,pile concreting inside of drime method pipe fitting, including removal of mud and slurry away from the scheme site, including dismantling excess concrete but excluding the cost of steel and fabrication reinforcement grills but including Bentonite solution machinery charges labour charges etc., all complete, complying with relevent standard specification and as dircted by the departmental officers. (pile shall be measured from the top of the shoe to the bottom of the pile cap) Design Mix M30 Grade concrete should be prepared with ordinary Portland Cement with water cement ratio not exceeding 0.45 including the use of Plasticizer of required Grade and Hard Granite Stone Jelly of 20mm size and downgraded as per requirement.a) conducting routine pile test for one and half times the safe load for every 1 in 100 piles, as per IS code and as directed by the Departmental Officers (Cost not included) | ||
| 2 | 600mm dia of pile | 3090.00 | RM |
| 3 | Providing cast in situ bulb under reamed 300mm dia pile foundation and Cement concrete M25 using 20mm hard granite stone jelly.& below grade, including labour charges and hire charges for equipment s etc., with finishing neatly etc,. complete complying with standard specification and as directed by the departmental officers at site of work. | 84.00 | RM |
| 4 | Initial Load Test as per IS 2911 Part IV 1985 including cost of single pile (250% of pile capacity), labour, reinforcement charges and all other incidential charges including excavation, shoring, strutting, dewatering, mobilization of equipments, etc. and also necessary hire charges for jacks, measuring devices, Structural Frame work for platform, Kent ledges etc, as required and providing pile cap. | ||
| 5 | 600mm dia of pile 910 KN safe load | 186.00 | Ton |
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