Upgradation of the Existing Motor Bridge from Class B to Class A Loading Capacity on Dangoli–Dadimkhet–Harwad–Walighat–Dafoddharamghar–Kotamanya–Pakhu–Thal–Satsiling Motor Road (SH-60) at Chainage Km 171.740, in Didihat Assembly Constituency, District Pithoragarh, Uttarakhand, under the State Plan (Span-45m)
PWD, 3rd Circle Pithoragarh · Pithoragarh, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹4.5Cr
- EMD: ₹9.0L
- Published: 28 Oct 2026
- Closing date: 27 Nov 2026
- Status: open
- Status as of: 29 Oct 2026 10:30 UTC
- Department: Public Works Department, Government of Uttarakhand
- Office: Office of the Superintending Engineer, 3rd Circle, P.W.D. Pithoragarh
Description
Upgradation of an existing 45 m motor bridge from Class B to Class A loading capacity on SH-60 at chainage Km 171.740 in Didihat Assembly Constituency, Pithoragarh, Uttarakhand. The works include bridge foundations, concrete and steel truss superstructure, bearings, joints, approach works and associated items. Estimated cost is Rs. 448.94 lakh including GST, with a 15-month completion period.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Technical Bid, Financial Bid, Earnest Money Deposit instrument/payment receipt or Bid Securing Declaration with 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 (55)
- 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 and back filling with approved material.) Ordinary soil Mechanical Means Depth 3 m to 6 m — Qty: 691.05 cum
- Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 With Batching Plant, Transit Mixer and Concrete Pump — Qty: 13.92 cum
- Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M35 With Batching Plant, Transit Mixer and Concrete Pump — Qty: 133.98 cum
- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification With Batching Plant, Transit Mixer and Concrete Pump — Qty: 10.86 cum
- Reinforced cement concrete M 30 in approach slab including reinforcement and formwork complete as per drawing and Technical specification — Qty: 22.68 cum
- Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications — Qty: 10.86 MT
- Cement plum Masonry with 40% plum & 60% 1:2:4 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specification Unit cum(Cubic Metre)(Cubic Metre) — Qty: 126 cum
- Plain/ Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M35 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump — Qty: 96.45 cum
- Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications — Qty: 17.65 MT
- Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications — Qty: 104 No
- Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) — Qty: 104.13 sqm
- Crash Barriers (The rate analysis for rigid crash barrier in reinforced cement concrete, semi-rigid crash barrier with metal beam and flexible crash barrier with wire ropes have been made and included in chapter-8 on Traffic and Transportation.) Crash barrier for bridge (Height 1100 mm) as per details given IRC-5(Fig.-2) (Area-0.298 sqm for 1 meter length) — Qty: 104 Rm
- Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications. Fixed Pot Bearing(Per Tonne) — Qty: 324 MT
- Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications. Guided Sliding Pot Cum PTFE(Per Tonne) — Qty: 324 MT
- Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications. Guided Sliding Pot Cum PTFE (Longitudinal Guided) (Per Tonne) — Qty: 324 MT
- Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications. Free Pot Cum PTFE(Per Tonne) — Qty: 324 MT
- Supplying and fixing of 24 mm dia P.F make 8.8 Grade HSFG High Strength Friction Grip Bolt To IS 800:1367(Part 3):2000 latest to grade 108 and high strength Friction 2 No washer including Supply of all labour, material, Fixing at site all taxes, T&P etc. required for proper completion of the work. Length of Thread as per Drawing) — Qty: 5140 No
- 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: 165.87 cum
- Furnishing and Placing Reinforced / Prestressed cement concrete in super- structure as per drawing and Technical Specification RCC/PSC Grade M-40 For solid slab super-structure, Height upto 5m — Qty: 3.92 cum
- Furnishing and Placing Reinforced / Prestressed cement concrete in super- structure as per drawing and Technical Specification RCC/PSC Grade M35 For solid slab super-structure, Height upto 5m — Qty: 85.37 cum
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