Construction of new embankment on left bank of Sessa river from Sessa PWD bridge to PWD Road at Phuta-Bhog. (Ph-II). Package 1

Department of Water Resources · North Lakhimpur, Assam · Civil Works & Infrastructure · open

Key facts

Tender value: ₹7.0Cr
EMD: ₹14.0L
Published: 07 Nov 2026
Closing date: 27 Nov 2026
Status: open
Status as of: 08 Nov 2026 03:29 UTC
Department: Water Resources Department, Government of Assam
Office: Office of the Chief Engineer, WRD

Description

Construction of a new embankment on the left bank of the Sessa River from Sessa PWD bridge to PWD Road at Phuta-Bhog, Phase II, Package 1. The work includes earthwork, geotextile materials and installation, geobags, excavation, and turfing. Estimated cost is Rs. 70,018,849.99 and completion period is 450 days.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Certifications: Test certificate from an approved NABL-accredited and ISO-certified laboratory for each batch of specified geotextile materials
Documents required: Financially sound/satisfactory certificate issued after 1 April 2026 from a nationalized/Schedule Bank where the bidder holds a current/saving account, Documents defining the constitution and legal status of the firm/company/enterprise, place of registration, and principal place of business, Power of attorney of the bid signatory, where applicable, Valid and up-to-date Water Resources Department registration, valid up to 31 March 2027, Self-certified progress report of all WRD Assam works awarded to the bidder during the past five years, Audited/unaudited annual turnover certificate for civil works for the preceding five financial years from a registered Chartered Accountant, 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 of 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, Copy of qualifying single work order(s), Notarized undertaking to complete the allotted work within the stipulated completion period, Bid security (EMD) submitted online, Tender processing fee submitted online, Ownership certificate or lease agreement for machinery to be deployed, as applicable, Technical bid forms and prescribed affidavits, including bidder information, affidavit of work/project/scheme/tender, and affidavit of bid

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Commercial terms

Bid type: Item Rate
Make in India (MII): No
MSE preference: No

Line items (13)

Earth work in embankment by tractor trailer carriage by Mechanical means 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 4cm cube, dressing as per design section and compaction with three wheel static roller of 80-100 KN capacity in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500m distance, etc. complete as directed. For initial Lead up to 1.00 Km for all lifts. For beyond initial 1 Km & up to 10.00 Km & for all (Total lead=2km) — Qty: 24598.1 cum
Supply of geo textile tube (Mega Container) with the minimum properties as mentioned below: - o Polymer: PP of 400 GSM or above o Tube Circum ference: 10m + 5% o Fill port (diameter): 30 to 45 cm o Tensile strength (MD): ≥ 100 I‹N/m o Tensile Strength (CD): ≥ 1.00 kN/m o Elongation — MD: ≤ 25% o AOS: ≤ 0.180 mm o Permittivity: ≥ 0.40 S- 1 o Length: 25 m — Qty: 391 Each
FilIing of geo-tubes (25 m long and 10m circumference) with sand oI volume 176 cum by using mud pump not below the fiII 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 or the tube and at both ends to l‹eep the tube in position during filling, as specified and directed including all Ioading, unloading and handling charges and local carriage upto a distance of 250M, pumping slurry using using mud pump from a distance upto 500m, etc. including setting up of the tube laying platform, complete as directed. — Qty: 111 Per Tube
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: 34947.8 sqm
Supply of non-woven Geo-textile fabric sheets of 300 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as per IS 16653: 2017  Wide Tensile strength (MD) ≥ 15kN/m & Wide Tensile strength (CD) ≥ 15kN/m  Elongation (MD) ≥ 50% & Elongation (CD) ≥ 50%  Abrasion ≥ 95%  Trapezoidal Tear Strength (MD) ≥ 340 N & Trapezoidal Tear Strength (CD) ≥ 340 N  CBR Puncture strength ≥ 3000 N  Permittivity ≥ 1.25 s-1  Permeability ≥ 60l/m2/sec  AOS ≤ 75micron  UV Resistance @ 500 hours retained Tensile strength (MD) & (CD) ≥ 80%  Mass ≥  Thickness at 2KPa ≥ 3 mm. (Each Roll of Geo Fabric Sheet should be supplied in packed Bundles and should be marked with the Name of Manufacturer, Batch Number & its dimensions clearly on each roll with “WRD Govt. of ASSAM” to be printed on it and mentioning properly the GSM and type of polymer and Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of mate — Qty: 62292 sqm
Carriage of 300 gsm Geo sheet of including loading & unloading, Stacking cost of P.O.L., etc. complete and including hire charge of truck with driver and handyman completed as directed. Distance=25km — Qty: 21624 sqm
Labour charge for laying Geo fabric sheet as filter bellow pitching including carrying, lapping, wrapping & stitching as directed by the Engineer-in-Charge. — Qty: 20594 sqm
Supply of Geo-textile bags of type-A (1.03 × 0.70 m) inner to inner made of Geo-textile non-woven fabric sheets of 300 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as per IS 16653:2017 i. Wide Tensile strength (MD) ≥ 15KN/m & Wide Tensile strength (CD) ≥ 15KN/m ii. Elongation (MD) ≥ 50% & Elongation (CD) ≥ 50% iii. Abrasion ≥ 95% iv. Trapezoidal Tear Strength (MD) ≥ 340N & Trapezoidal Tear Strength (CD) ≥ 340N v. CBR Puncture strength ≥ 3000N vi. Permittivity ≥ 1.25s – 1 vii. Permeability ≥ 60l/m2/sec viii. AOS ≤ 75 micron ix. UV Resistance @ 500 hours retained Tensile strength (MD) & (CD) ≥ 80% x. Mass ≥ 300 gm/m² xi. Thickness at 2 KPa ≥ 3 mm xii. Seam strength ≥ 80 % of actual fabric strength. Stitching of Bags should be Ring Spun Yarn stitches with 2500-3000 denier double line chain stitch with overlap with stitches along the edge @ minimum 15 stitches per 100 mm. (Bags are to be supplied of 100 numbers in a bundle, properly packed with each ba — Qty: 19125 Nos.
Supply of Sewing Thread/Yarn PPMF Stitching Thread (2000 Den. Kaplon). — Qty: 210375 Rm
Carriage of Geo Bags of size 1.03 x 0.70 m including loading & unloading, Stacking, etc. complete and including hire charge of truck with driver and handyman cost of POL etc. completed as directed. Distance=25km — Qty: 7232 Nos.
Filling and laying of Geo bags of size 1.03 m × 0.70 m including excavation of sand/silt of size more than 80 micron from flood plain or adjacent chars within a distance of 90 m of the work site, filling geo bags with sand/silt having minimum weighing 126.00 Kg and minimum volume 0.084 Cum after filling, double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle double stitched machine, stacking the same in batches of 100, carrying the same to the dumping site including all handling charges and local carriage within a distance of 150 m and laying properly as directed. (Geo Bag and Polypropylene thread will be supplied by the department free of cost) Without Boat — Qty: 7232 Nos.
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: 10758.5 cum
Earth work in excavation of drainage channel by mechanical means to the proper grade and slopes as required including disposing the excavated debris/soil to a safe distance of minimum 50 m distance, etc. complete as directed. For lead up to 50 m and all lifts. Normal Soil — Qty: 1215 cum

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