- Home
- >
- Tender
- >
- West Bengal Tender
- >
- Department of Siliguri Jalpaiguri Development Authority
- >
NTID 45401867
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 ExpertRe-construction Of Fulbari Byp in Jalpaiguri - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Re-construction Of Fulbari Byp" in Jalpaiguri, India.
Siliguri Jalpaiguri Development Authority
Jalpaiguri, West Bengal, India
NTID 45401867
- Opening Date : Mon 29th June, 2026
- Closing Date : Thu 25th June, 2026
- ₹ 38771998.00
- NTID 45401867
Key Values: Document Cost: 0.00 | EMD: 775440.00 | Estimated Cost: 38771998.00
Tender Description
Re-construction Of Fulbari Bypass Removing Existing Dilapidated Road Top From The Toll Gate End To Intake Well At Fulbari, Dist. Jalpaiguri
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
775440.00 -
Document Cost
Refer Documents -
Estimated Cost
38771998.00
BOQ Items Total Items : 14 | Total Qty : 81371.25
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD. (II) By Mechanical Means. Bituminous Courses | 2842.00 | Cum |
| 2 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.(a) Depth up to 150 mm. | 14210.00 | Sqm |
| 3 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. | 2131.50 | Cum |
| 4 | Wet mix Macaaam Base Gourse with NB Variety Stone dust. Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specificotion including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site. laying in uniform layers wilh Pover in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting' guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specificalions for Road & Bridge Works of MoRT&H (5th Revision). | 2842.00 | Cum |
| 5 | Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregate of specified grading, filler(cement/hydrated lime/Rock dust) premixed with bituminous binder of approved grade @4%(min.) for Grading-1 and 4.5%(min.) for Grading-2 by weight of total mix as per table 500-10 and mix design done as per table 500-11 and Job Mix Formula as per clause 505.3.3 of MoRTH (5th Revision), including screening, cleaning of chips, transporting the hot mix to work site, laying the mix materials at specified laying temperature, as specified in table 500-2 with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tyre roller of 12 to 15 tonne weight with a tyre pressure of atleast 0.56 MPa to acieve the desired density as per clause 505.3.5, all including cost and carriage of bitumen, crushed aggregate, filler materials and hire charges of machinery and equipment for construction and quality control complete as per clause 505 of specifications for Road & Bridge Works of MoRTH (5th Revision). B. For Grading 1 (37.5 mm nominal size, 75-100 mm thick.) (ii) Using Drum mix Type HMP of minimum capacity 60-90 TPH. | 1065.75 | 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