Raising and strengthening of Noanadi R/B embankment from Bezpara to NH15 along with anti erosion measures in different reaches and channel cutting at Garakhiya Mandir
Department of Water Resources · Darrang, Assam · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹8.0Cr
- EMD: ₹16.0L
- Published: 29 Oct 2026
- Closing date: 12 Nov 2026
- Status: open
- Status as of: 01 Nov 2026 15:06 UTC
- Department: Water Resources Department, Assam
- Office: Office of the Chief Engineer, WRD
Description
Construction works to raise and strengthen the Noanadi right-bank embankment from Bezpara to NH15, including anti-erosion measures and channel cutting at Garakhiya Mandir. Estimated cost is Rs. 80,067,984.79 and completion period is 450 days.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Financially sound/satisfactory certificate from a nationalized or scheduled bank, issued after 1 April 2026, Firm/company/enterprise constitution and legal-status documents, registration and principal-place-of-business details, and notarized power of attorney where applicable, Valid WRD registration up to 31 March 2027, Self-certified progress report of all WRD Assam works awarded during the past five years, Chartered Accountant certificate of annual turnover for civil works for the preceding five financial years, Undertaking for No Objection, Authority to seek references from the bidder's bankers, Annual turnover table for the last three years, List of technical personnel, Statement of value of existing commitments/liabilities for ongoing works, Site visit verification report issued by the Executive Engineer, PAN card, Caste certificate, if applicable, Up-to-date labour licence, GST registration details, TDS certificates from TRACES for the preceding three financial years, Single work order meeting the applicable value criteria, Notarized undertaking to complete the allotted work within the stipulated time, Bid security (EMD) submitted online, Tender processing fee submitted online, Ownership certificate or lease agreement for machinery to be deployed, for package value above Rs. 5 crore, Completion report from the concerned Executive Engineer for qualifying work orders
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Commercial terms
- Bid type: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (6)
- Medium Jungles: Clearing medium jungles and trees up to 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work, etc. complete as directed. (When 30% to 60 % of the area is covered by shrubs, trees etc.) — Qty: 119000 Sqm
- Earth work in excavation by hydraulic excavator, to proper grade and slopes as required including utilizing the spoils for filling works in the vicinity including removing roots & vegetation, dressing to design section etc. complete as directed. Ordinary Soil For depth up to 3.00 m — Qty: 94320 Cum
- Earth work in embankment by Mechanical means by truck carriage with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4 cm cube, dressing as per design section and compaction in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500 m distance, etc. complete as directed. A. Compaction with three wheel static roller of 80-100 kN capacity For initial Lead up to 1.00 Km for all lifts. — Qty: 32615.92 cum
- Turfing with grass sods of largest possible rectangles of 12 cm. minimum thickness placed closely including dressing earth pegging with Jati bamboo split, watering till the grass grows for a lead up to 90 m and all lifts, etc. complete as directed. — Qty: 109801.63 sqm
- Supply of geo textile tube (Mega Container) with the minimum properties as mentioned below: - o Polymer: PP of 400 GSM or above o Tube Circumference: 10m + 5% o Fill Port (diameter): 30 to 45 cm o Tensile Strength (MD): ≥ 100 kN/m o Tensile Strength (CD): ≥ 100 kN/m o Elongation – MD: ≤ 25% o AOS: ≤ 0.180 mm o Permittivity: ≥ 0.40 S-1 o Length: 25 m — Qty: 306 Per tube
- Filling of geo-tubes (25m long and 10m circumference) with sand/silt of volume 176 cum by using mud pump not below the fill height of 1.60m as per drawing and technical specifications, binding the tube with 9mm nylon rope to jati bamboo pegs of length 2m placed @5m c/c along both sides of the tube to keep the tube in position during filling, as specified and directed including all loading, unloading and handling charges and local carriage upto a distance of 250M, pumping slurry using mud pump from a distance upto 500m, etc. including setting up of the tube laying platform, complete as directed. — Qty: 306 Per tube
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