- Home
- >
- Tender
- >
- Tamil Nadu Tender
- >
- Department of Ministry of Road Transport and Highways
- >
NTID 43226301
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 ExpertStrengthening From Km 5 4-11 6 in Villupuram - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Strengthening From Km 5 4-11 6" in Villupuram, India.
Ministry of Road Transport and Highways
Villupuram, Tamil Nadu, India
NTID 43226301
- Opening Date : Tue 6th January, 2026
- Closing Date : Mon 5th January, 2026
- ₹ 70158000.00
- NTID 43226301
Key Values: Document Cost: 17700.00 | EMD: 361000.00 | Estimated Cost: 70158000.00
Tender Description
Strengthening From Km 5/4-11/6 Of Kallakurichi- Sankarapuram Road (via) Kanchirapalayam (sh-245)
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
361000.00 -
Document Cost
17700.00 -
Estimated Cost
70158000.00
BOQ Items Total Items : 50 | Total Qty : 59649.558
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing and applying Tack Coat over Existing bituminous surface using 2Kg of Bitumen Emulsion (RS-I type) per 10 sqm for preparatory to another bituminous over it including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc.,Complete as per clause 503 of MORTH Rev.5 | 47573.76 | Square Metre |
| 2 | Providing and applying Tack Coat over Dry Lean Cement surface using 3Kg of Bitumen Emulsion (RS-I type) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc.,Complete as per clause 503 of MORTH Rev.5 | 236.74 | Square Metre |
| 3 | Providing and laying 50mm thick bituminous macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base / binder course confirming to the specification on a previously prepared base ( using mini hot mix plant and Power Roller ) including cost of material,labour charges , rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch works) | 130.77 | Cubic Metre |
| 4 | Providing, laying 50mm consolidated thick Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thicknessof 50mm using paver to the specified grades and cross sections and compacted by Vibratory / PneumaticRoller to the required density etc., including labour for attending to paver at site etc., including hire andfuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5Providing and laying Dense Bituminous Macadam which work shall consist of construction, using crushed aggregates, (Table 500-10)premixed with VG 40 Grade Bitumen at the rate of minimum 4.00% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BM (Grade-II ) as per MORTH No. 111, 112, 505, 900 | 2575.11 | Cubic Metre |
| 5 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 | 1902.95 | Cubic Metre |
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