- Home
- >
- Tender
- >
- Tamil Nadu Tender
- >
- Department of V O CHIDAMBARANAR PORT TRUST
- >
NTID 43440055
ProcXpert
Share Your purchase requirement, Our ProcXpert team will Connect you to right Supplier.
Inquiry Now
Need Expert Help with Tenders?
Whether it's GeM, eProcurement, or State Portals — our professionals assist you end-to-end with eligibility, documentation, and timely bid submission.
💬 Talk to Our Bidding ExpertConstruction Of Indoor Auditor in Tuticorin - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Indoor Auditor" in Tuticorin, India.
V O CHIDAMBARANAR PORT TRUST
Tuticorin, Tamil Nadu, India
NTID 43440055
- Opening Date : Tue 27th January, 2026
- Closing Date : Mon 26th January, 2026
- ₹ 0.00
- NTID 43440055
Key Values: Document Cost: 0.00 | EMD: 6000892.00 | Estimated Cost: 0.00
Tender Description
Construction Of Indoor Auditorium Of 200 Seating Capacity Along With Allied Facilities Including Conference Rooms, Dining Halls, Refresh Chambers, Parking Areas In Voc Port
Documents
Get Complete Tender Details Now - Download the Document!
Download Now – Only ₹200-
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
6000892.00 -
Document Cost
Refer Documents -
Estimated Cost
Refer Documents
BOQ Items Total Items : 219 | Total Qty : 231517.047
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | SCHEDULE A- Clearing scrub Jungle and Surface dressing of the Floor. The rate including hire charges of all machineries, removing of all rubbish from site, lead upto 50m, transportat charges and labour charges etc., complete complying with standard specification and as directed by the departmental officers | 16200.000 | Sqm |
| 2 | Earth work excavation and desposting on banks with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stony earth and earth mixed with small size boulders etc., As per SS 20B excluding hard rock requiring blasting Inclusive of 17,23 shoring shuttering, baling out water where ever necessary 24 and including refilling consolidation etc., complete in all respects complying with relevent standard specifications and as directed by departmental officers. | 2259.000 | Cum |
| 3 | Supplying and filling of Gravel / Good Earth by lorry in Foundation basement filling and site filling with approved materials excavation from approved quarries and compacted to meet requirement of table 300-1, 300-2 of MORTH, in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, spreading by Dozer, grading by motor grader and consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density ,including all lead,lift, loading, unloading, all labour, hire charges of all machineries, Transportation, etc., complete in accordance with MORTH technical specification clause No. 305 and with all other incidental charges and as per the direction of the Engineer-In-Charge. Back filling with available filling | 2259.000 | Cum |
| 4 | Supplying and filling of Gravel / Good Earth by lorry in Foundation basement filling and site filling with approved materials excavation from approved quarries and compacted to meet requirement of table 300-1, 300-2 of MORTH, in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, spreading by Dozer, grading by motor grader and consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density ,including all lead,lift, loading, unloading, all labour, hire charges of all machineries, Transportation, etc., complete in accordance with MORTH technical specification clause No. 305 and with all other incidental charges and as per the direction of the Engineer-In-Charge. (back filling with brought from out side) | 17182.000 | Cum |
| 5 | Providing and constructing cast in situ hydraulic bored piles of specified 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 .,Conducting standard penetration test to identify the refusal strata for atleast 1 pile in group and atleast 25% of piles, comparing with refusal strata as indentified in soil report and providing socketting into refusal strata by 1.00mt or into hard rock by 100% dia of the pile. (Length of pile for payment shall be measured up to bottom of pile cap). 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 .,Conducting standard penetration test to identify the refusal strata for atleast 1 pile in group and atleast 25% of piles, comparing with refusal strata as indentified in soil report and providing socketting into refusal strata by 1.00mt or into hard rock by 100% dia of the pile. (Length of pile for payment shall be measured up to bottom of pile cap) complete and as per the standard specification and as directed by the departmental officers. Pile 24'' Dia | 2556.000 | RM |
You Are Free Trail User
PAY PER TENDER
Purchase Access To Download Selected Documents
₹ 200
Select this Plan SUBSCRIBE PLAN
For a one-time fee, you get unrestricted access to all documents and for a minimum of one year.
UNLIMITED
DOWNLOAD
Select this Plan
₹ 7000
Plan
Standard Plane
Day/Month
Standard Plane
Call Tender Expert
info@nationaltenders.In
Sales: +91 7383 93 4054