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 144.015, in Didihat Assembly Constituency, District Pithoragarh, Uttarakhand, under the State Plan (Span-25m)
3rd Circle, Public Works Department · Pithoragarh, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.9Cr
- EMD: ₹3.7L
- Published: 28 Oct 2026
- Closing date: 27 Nov 2026
- Status: open
- Status as of: 29 Oct 2026 10:27 UTC
- Ministry: Government of Uttarakhand
- Department: Public Works Department
- Office: Office of the Superintending Engineer, 3rd Circle, P.W.D., Pithoragarh
Description
Upgradation of an existing motor bridge from Class B to Class A loading capacity on SH-60 at chainage Km 144.015 in Pithoragarh district, Uttarakhand. The works include bridge construction and associated civil, structural steel, concrete, bearing, joint, and approach works. Estimated cost is Rs. 186.33 lakh including GST; completion period is 15 months.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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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 ackfilling with approved material.Ordinary soil Mechanical Means Depth 3 m to 6 m — Qty: 168.25 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 and backfilling with approved material.) Ordinary soil Mechanical Means Depth upto 3 m — Qty: 123.35 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: 8.72 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: 49.06 cum
- Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications — Qty: 6.42 MT
- Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M35 Height 5m to 10m With Batching Plant, Transit Mixer and Concrete Pump — Qty: 48.51 cum
- Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications — Qty: 7.88 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: 32 Nos
- 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: 26.2 sqm
- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification With Batching Plant, Transit Mixer and Concrete Pump — Qty: 7.74 cum
- Reinforced cement concrete approach slab RCC M-30 including reinforcement and formwork complete as per drawing and Technical specification — Qty: 16.16 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: 1.5 cum
- Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per trawing and Technical Specification RCC/PSC Grade M35 For solid slab super-structure, Height upto 5m — Qty: 47.97 cum
- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications — Qty: 12.19 cum
- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications — Qty: 7.19 MT
- Supply and fabrication of steel truss bridge as per detailed drawing attached including supply of all structural steel E-350 confirming IS 226 - 1969 required for proper completion of the bridge including ground errection of the bridge and one coat of approved quality anticirrosive (red oxide) paint of confirming IS 5660, all T&P, nuts and bolts, washers and also including supply and fixing of shop rivets required as per drawing, required equipment shall be arranged by the contractor at his own cost which shall be taken back by the contractor after satisfactory execution of the job, the rates shall include ground errection in the workshop and its dismentling after inspection, approval and removing defects, match marking of all parts, numbering and proper stacking in the premises of workshop before cartage to site of work. The work shall be executed in accordance to IS - 1915. The rates shall include cost of all material, its wastage, cutting, bending if required, welding, making holes, — Qty: 36.73 MT
- Erection of Steel Truss (Girder) Bridge (up to 60m span) as per drawing with required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly vetted by a recognised reputable institution/ consultant if required) and approved by the engineer-in-charge.Service bolts to used shall be of approved make. The rate including of cost of all labour, T&P, equipments, civil work and consumables, cost of arranging, fabricating, errecting and dismantling of erection scheme including the cost of its designing, revising, supervision by contractor's designeer at site during erection, also including cost of all safety measures and necessary insurances of bridge and labours for proper completion of the work as per MORTH specification no. 1905 with due regard of mansoon and as per di rect ions of the engineer-in-charge. — Qty: 36.73 MT
- Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/suppl ier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. — Qty: 17 Rm
- Drainage Spouts complete as per drawing and Technical specification — Qty: 10 No
- Asphaltic Plug joint (Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of wieldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications.) — Qty: 15 Rm
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