Construction of R.C.C flood wall along B/B of Khanajan Channel in between NH 27 to outfall including allied works (Ph-I).
Department of Water Resources · Kamrup Metro, Assam · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹20.5Cr
- EMD: ₹40.9L
- Published: 03 Nov 2026
- Closing date: 23 Nov 2026
- Status: open
- Status as of: 08 Nov 2026 02:55 UTC
- Department: Water Resources Department, Government of Assam
- Office: Office of the Chief Engineer, WRD
Description
Construction of an R.C.C. flood wall along both banks of Khanajan Channel between NH 27 and the outfall, including allied works, under RIDF-XXXII. Estimated cost is Rs. 204,599,935.93 and the completion period is 450 days.
Eligibility & requirements
- Past performance: 60%
- 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/savings account, Documents defining the constitution, legal status, place of registration and principal place of business of the firm/company/enterprise, Notarized 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, Chartered Accountant certificate and abstract 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, Copy of qualifying single work order(s), Completion report(s) from the concerned Executive Engineer for qualifying work order(s), 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, where applicable, Technical bid forms and affidavits specified in the bid document
New to these terms? Read how tender eligibility criteria work.
Commercial terms
- Bid type: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (35)
- Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil Upto 3 m depth — Qty: 7415.8 m³
- Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I Sand filling — Qty: 433.74 m³
- Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1:4 (1 cement : 4 coarse sand) — Qty: 4337.37 m²
- PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) — Qty: 659.57 m³
- Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (A) With crushed stone (I) R.C.C grade M 20 (i) For nominal mix 1:2:4 (a) Height upto 5m — Qty: 3381.56 m³
- Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete — Qty: 1663.2 m²
- Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. — Qty: 10049.06 m²
- Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent) — Qty: 268.23 Tonne
- Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (a)TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) — Qty: 400.43 Tonne
- Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 500 mm dia piles — Qty: 12232 Rm
- Vertical load testing of piles in accordance with IS 2911 (Part IV)including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity Routine test (Test Load 1.5 times the Safe capacity) — Qty: 4 per test
- 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) — Qty: 10056.82 m²
- Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Sandy material — Qty: 8108.1 m³
- Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification. — Qty: 3048 No.
- 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: 13860 m²
- Felling trees including uprooting roots and stumps up to 50 cm. below ground, cutting into pieces and removing the same from the site of work etc. complete as directed. Trees above 0.50 m and up to 1 m girth — Qty: 20 Each
- Cutting bamboo, uprooting roots & stumps including removing them from the site of work, etc. complete as directed. — Qty: 28.59 m²
- 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: 2095 m³
- Earthwork in bank trimming to the designed section /slope by mechanical means including removing the trimmed soils to a minimum distance of 30 m, complete as directed. — Qty: 1566.18 m³
- Supply of Galvanized Wire Netting Sheet made of 8 SWG wire 152 mm square mesh in sheet 2.57 m × 1.66 m with longitudinal wire at 152 mm centre and 76 mm projection of each wire on all sides beyond the net size of 2.42 m × 1.5 m having knots of 12 SWG at every joints, weight of each sheet should not be less than 6.3 Kg/sheet. — Qty: 3696 Sheet
2 tender document(s) available — sign up to download.
Related tenders
- UNDER FRAME (LS & LWS PP) — Civil Works & Infrastructure · Tamil Nadu
- Macdamization of road surface at syed Kamalud din Colony wanganpora Eid gah Near UPHC from h/o Ali Mohd upto h/o Nasir Khalel. — Civil Works & Infrastructure · Jammu and Kashmir · ₹15.0L
- Operation of supply valves for the distribution pipe line for piped scheme Babaichya and Narwar with associated works, under jurisdiction of sub division rural, District Rural Division Ajmer (Excluding GST) — Civil Works & Infrastructure · Rajasthan · ₹3.3L
- Construction of Mali Hut at Bimalnag Nursery under CAMPA CAT RATTLE for the year 2026 27 — Civil Works & Infrastructure · Jammu and Kashmir · ₹16.7L
- CONSTRUCTION OF TOILET BLOCK IN SANOUR CITY — Civil Works & Infrastructure · Punjab · ₹9.1L
- Repair of street and drainage in w.no.2 — Civil Works & Infrastructure · Punjab · ₹25.0L
- Repair and renovation of University Library Building at GADVASU, Ludhiana. — Civil Works & Infrastructure · Punjab · ₹9.5L
- P/F Interlocking Tiles St. Baba Jora EO Gurudwara Street Ward No.07 — Civil Works & Infrastructure · Punjab · ₹3.4L