Construction of G.I.S based storm water master Drainage Plan of Ramnagar City Distt. Nainital Phase 1 Zone 4 Chorpani Area
Irrigation Department · Ramnagar, Nainital, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹14.0Cr
- EMD: ₹35.0L
- Published: 27 Oct 2026
- Closing date: 17 Nov 2026
- Status: open
- Status as of: 29 Oct 2026 10:18 UTC
- Ministry: Government of Uttarakhand
- Department: Irrigation Department
- Office: Irrigation Work Circle, Haldwani
Description
Construction of a GIS-based storm water master drainage plan for Ramnagar City, Nainital, Phase 1, Zone 4 (Chorpani Area), including civil works over a length of 2.50 km. The stated completion period is 24 months.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Letter of Bid, Bidder details and supporting documents, Qualification criteria forms and supporting documents, Power of Attorney for signing of proposal, Earnest Money Deposit or Bid Securing Declaration, as applicable
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Commercial terms
- Bid type: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (10)
- Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Manual Means (Depth upto 3 m) — Qty: 25596.94 cum
- Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Mechanical Means (Depth upto 3 m) — Qty: 10970.12 cum
- Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. (P.C.C grade M 15) — Qty: 1376.15 cum
- Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (R.C.C. grade M 25) With Batching Plant, Transit Mixer and Concrete Pump — Qty: 8001.13 cum
- Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications — Qty: 657.98 Mt
- Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 for compacted back fill granular. — Qty: 5879.04 Cum
- Wrought Iron and Mild Steel Welded Work Wrought iron and mild steel welded work) (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately. — Qty: 671.66 Qtl
- Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. 600 mm dia — Qty: 35 RMT
- Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. 1200 mm dia — Qty: 7 RMT
- Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. 2000 mm dia — Qty: 85 RMT
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