- Home
- >
- Tender
- >
- Tamil Nadu Tender
- >
- Department of Chennai Metropolitan Development Authority (CMDA)
- >
NTID 47183004
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 ExpertUpgradation And Improvement Of in Tiruvallur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Upgradation And Improvement Of" in Tiruvallur, India.
Chennai Metropolitan Development Authority (CMDA)
Tiruvallur, Tamil Nadu, India
NTID 47183004
- Opening Date : Tue 24th November, 2026
- Closing Date : Mon 23rd November, 2026
- ₹ 0.00
- NTID 47183004
Key Values: Document Cost: 0.00 | EMD: 420500.00 | Estimated Cost: 0.00
Tender Description
Upgradation And Improvement Of Roads In Iron And Steel Market Sathangadu Chennai 68
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
420500.00 -
Document Cost
Refer Documents -
Estimated Cost
Refer Documents
BOQ Items Total Items : 11 | Total Qty : 47187.32
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Picking 5cm to 10cm old metalled surface and sectioning to required level and slope as directed by the Engineer Incharge | 17680 | Sqm |
| 2 | Removing the excavated earth and depositing the same Upto 3 to 5KM with an average lead of 4 KM from the site including loading and unloading etc., all complete and as directed by the Departmental Officers. | 1240 | Cum |
| 3 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | 3015 | Cum |
| 4 | Plain Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone jelly) for foundation using 40 mm size broken stone jelly inclusive of shoring, strutting, baling out water wherever necessary ramming, curing etc., complete in all respect complying with relevant standard specifications and as directed by the departmental officers. | 2655 | Cum |
| 5 | Providing and Construction of dowel jointed, Pavement Quality Concrete over of base Course with 53 grade cement , coarse and fine aggregate conforming to IS 383, coarse aggregate 20 mm & 12.5 mm Granite/Basalt/Trap metal & clean seived approved sand conforming to the gradation asspecified in Table 600-3 of MORTH clause 602,. loading materials to cement conrete batch mix plant of adequate capacity ( normaly 25% more capacity than the paving equipment preferably 120 Cum/hour ) as per approved mix design satisfying the characteristic flextural strength of not less than 4.2 Mpa. The mix shall be transported to site in transit truck /tippers/ dumpers of 5-6 Cum capacity, laid with a slip form paver with electronic sensor fitted with vibrators shich shall operate at a frequency of 8000-10000 impulses per minute under load with a maximum spacing of 600mm and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, fixing of Dowel bars and Longitudinal tie bars ,joint filler, separation membrane, sealant primer, joint sealant, debonding strip, curing compound as approved, finishing with power trowel to the required grade, level and alignment, textured with texturing machine, finishing etc., making groove cutting for construction joint and filling the same with polysulphide or bitumen sealant, making groove cutting for expansion joint and filling the same with polysulphide or bitumen sealant and, curing (curing shall be as per clause 602.9.12 of MORTH) including cost of all materials, labour, lead and lift, hire charges of machineries , including the initial saw cut and filling of Polysulphide or bitumen sealants in contraction, expansion joints etc., complete in accordance with MORT&H technical specification clause No. 602 and with necessary Centering charges and other incidental charges and as directed by the Engineeer in Charge (Dowel bars shall be paid under relevant item) | 4420 | 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