Development of a pedestrain promenade river front along Kalli river at Dharchula Pithoragarh Uttrakhand
Chief Engineer Project Garhwal · Dharchula, Pithoragarh, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹4.9Cr
- EMD: ₹9.8L
- Published: 24 Oct 2026
- Closing date: 11 Nov 2026
- Status: open
- Status as of: 29 Oct 2026 10:08 UTC
- Department: Irrigation Research and Development (IRD)
- Office: Project Circle, Yamuna Bhawan, Dehradun
Description
Development of a pedestrian promenade riverfront along the Kalli/Kali River at Dharchula, Pithoragarh, Uttarakhand. The works include site clearing, excavation, embankment, stone and brick masonry, concrete and reinforcement, paving and flooring, and associated finishing works. Estimated cost is Rs. 4,90,48,000 including GST; completion period is 6 months.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Technical Bid, Financial Bid, Tender fee payment proof, EMD payment proof or Bid Securing Declaration and documentary proof of exemption, where applicable
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Commercial terms
- Bid type: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (121)
- Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30moutside theperiphery of the area as per Technical Specification Clause 201. (By Manual Means) — Qty: 0.39 Hectare
- Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and treesof girth upto 300mm, removal of stumps of suchtreescut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mmin thickness as perTechnical Specification Clause 201. By Manual Means: In area of non-thorny jungle — Qty: 0.37 Hectare
- Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 — Qty: 1599.6 Cu.M
- Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. — Qty: 3621.02 Sq.M
- Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10: Nominal mix 1:3:6 — Qty: 541.21 Cu.M
- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 — Qty: 6699.26 Cu.M
- Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In 1:3 cement mortar — Qty: 150.89 Cu.M
- Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed rubble masonry (1st sort) In 1:3 cement mortar — Qty: 172.36 Cu.M
- Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203: Brick masonry in 1:3 cement mortar — Qty: 6.34 Cu.M
- Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603,604, 1202 & 1204: In 1:3 cement mortar — Qty: 16.55 Cu.M
- Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth lev — Qty: 14.09 Cu.M
- Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth le — Qty: 63.79 Cu.M
- Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) Nominal mix 1:2:4 (Hand mixed) — Qty: 157.95 Cu.M
- Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete — Qty: 16.2 Sq.M
- Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform — Qty: 131.66 Sq.M
- Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 303.25 Sq.M
- Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 78.41 Sq.M
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars — Qty: 12315.2 Kg
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars (FOR UNDERGROUND DUCTS) — Qty: 25632.85 Kg
- Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). — Qty: 15.33 Cu.M
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