- Home
- >
- Tender
- >
- Tamil Nadu Tender
- >
- Department of State Industries Promotion Corporation Of Tamilnadu Limited
- >
NTID 46841647
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 ExpertJunction Improvements At Ch 00 in Sriperumpudur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Junction Improvements At Ch 00" in Sriperumpudur, India.
State Industries Promotion Corporation Of Tamilnadu Limited
Sriperumpudur, Tamil Nadu, India
NTID 46841647
- Opening Date : Fri 9th October, 2026
- Closing Date : Thu 8th October, 2026
- ₹ 12910000.00
- NTID 46841647
Key Values: Document Cost: 0.00 | EMD: 75000.00 | Estimated Cost: 12910000.00
Tender Description
Junction Improvements At Ch 0000 Of 1st Main Road (aerospace Road) With Km 18/4 Of S. S.t.r Road (sh-57) In Sipcot Industrial Park Vallam Vadagal, Kancheepuram District
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
75000.00 -
Document Cost
Refer Documents -
Estimated Cost
12910000.00
BOQ Items Total Items : 30 | Total Qty : 7958.56
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Road work | ||
| 2 | Earth work excavation for cutting work in all class of soils such as hard stiff clay, stiff black cotton soil, etc., as per SS20-B ( HGS SS.20B) and deposting the same to the road side etc., complete complying with standard specification and as directed by SIPCOT Officer | 1744 | Cum |
| 3 | Forming Subgrade using carted earth with a conveyance of 20Km having CBR value not less then 8% which has to compacted properly and form a stable embankment including cost , loading and unloading and labour for proper setting out, stripping and storing the top soil, if necessary compacting the original ground by vibratory roller to have a relative compaction of required proctor density, spreading the materials uniformly over the entire width of embankment in layers of not exceeding 500 mm compacted thickness, breaking clods, watering with all leads for water, compacting to 97% proctor density for the soil 0.5 meter height of sub grade under optimum moisture content with moisture content adjusted in the range of one per cent (1 %) above and two percent (2%) below the optimum moisture content determined as per IS. 2720 (Part VII) with power roller rolling and other construction equipments approved by engineer-in-charge and finishing the embankment at 97% proctor density including compaction to specified requirement, working in narrow width of embankment including hire and fuel charges for all tools and plants and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT Officer. (Forming Subgrade at 97% Compaction) | 751 | Cum |
| 4 | Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT Officer | 189 | Cum |
| 5 | Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- III of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete complying with standard specification and as directed by SIPCOT Officer | 145 | Cum |
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