Slope Protection work of NH-507 near Intake site of Lakhwar MPP

UJVN Limited · Lohari, Uttarakhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹2.0Cr
EMD: ₹4.0L
Published: 19 Oct 2026
Closing date: 12 Nov 2026
Status: open
Status as of: 22 Oct 2026 08:33 UTC
Office: Office of the Executive Engineer (Civil-III), Lakhwar Multipurpose Project

Description

UJVN Limited invites bids for slope protection work on NH-507 near the intake site of Lakhwar Multipurpose Project. Estimated cost is Rs. 1,97,30,690 excluding GST. Completion period is 12 months. EMD of Rs. 3,95,000 is required, and the tender document fee is Rs. 11,800.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Certifications: Chartered Accountant certification with UDIN for applicable financial certificates
Documents required: Documents defining constitution or legal status, place of registration, and principal place of business, Council of Architecture Registration Certificate, Power of attorney of the signatory of the Tender, Details of total monetary value of works performed for each of the last seven financial years, Details and certificates of similar works completed during the last seven financial years and works in progress or contractually committed, Evidence of ownership or arrangement for possessing major equipment, Details of manpower resources, Balance sheets and Profit & Loss statements certified by a Chartered Accountant for the past five years, accompanied by auditor's reports, Information regarding litigation or arbitration during the last five years, Bid capacity information in Format VIII, ITR of the last five years, Annual Reports (Balance Sheet and Profit & Loss account along with notes of accounts) for the last five years, certified by a Chartered Accountant with UDIN, Earnest Money Deposit instrument, Demand draft for tender document cost

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Commercial terms

Bid type: Single Stage two bid systems i.e “Techno-commercial Bid and Financial/Price Bid”
Make in India (MII): No
MSE preference: No

Line items (18)

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction — Qty: 360 Cum.
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: 1 Cum.
Rock Anchor 32 mm dia. Length up to 6.0 m / As per Technical Specification (4.5.4/4.10.1/4.10.2) — Qty: 120 Mtr.
Self Drilling Anchor R25 Length up to 6.0 m /As per Technical Specification (4.5.8/4.10.1) — Qty: 120 Mtr.
PVC pipes 75mm nominal dia. /As per Technical Specification (15.5 /15.7.5) — Qty: 1212 Mtr.
Plain/Reinforced cement concrete complete as per drawing and technical specifications. PCC Grade M15 — Qty: 2544.8 Cum.
Plain/Reinforced cement concrete complete as per drawing and technical specifications. PCC Grade M20 — Qty: 1 Cum.
Plain/Reinforced cement concrete complete as per drawing and technical specifications. PCC Grade M25 — Qty: 1 Cum.
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications — Qty: 4.777 Tonne
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction — Qty: 144 Cum.
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction — Qty: 1 Cum.
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) — Qty: 700 Cum.
Supp'y and fixing of 200 GSM Geo Textile Membrane — Qty: 1400 Sqm.
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). — Qty: 70 No.
Engaging and operation of one no. Hydraulic excavator of 1 cum bucket/backhoe cum loader machine (preferably JCB) with one operator/driver, helper i /c of the fuel, lubricants and repair maintenance etc. for removal of slip / landslide / excavated earth/ excavation in dry and wet condition etc. complete in all respect as per direction of Engineer-in-charge. (NSI) — Qty: 60 Hour.
Engaging and operation of one no. Tipper(5cum.) with one operator / driver, helper i/c cost of the fuel, lubricants and repair maintenance etc. for removel of slip/landslide/excavated earth/ excavation in dry and wet condition etc. complete in all respect as per direction of Engineer-in-charge.(NSI) — Qty: 60 Hour.
Engaging and operation of one no. Tractor with trolley for removal of slip / landslide/ excavated earth etc. complete in all respect as per direction of Engineer-in-charge.(NSI) — Qty: 60 Hour.
Disposal of land slide/slip/excavated material/ dismantled material/ malba/rubbish/ similar unserviceable by mechanical transport including loading, transporting, unloading to dumping ground for lead beyond 1.0 Km for all lifts, complete as per directions of Engineer-in-charge. The distance shall be measured one side only and the volume of material will be calculated by applying the following bulking factors: (a) For common excavation material -1.2 (b) For excavated rock - 1.4 — Qty: 1000 Per Cum Per Km

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