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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-AOC FLAT NO 83 AKASH PURAM VISTAR BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | ₹3.4 Cr | L1 | Accepted-AOC Financial bid is accepted at the rate of price Rs. 34261447.22 |
| 2 | L2₹3.4 CrRejected-Finance | ₹3.4 Cr | L2 | Rejected-Finance L2 |
Tender Value
₹3.4 Cr
EMD Value
₹19.1 L
Closing Date
12 Feb 2026, 12:00 pmClosed
SE Bareilly Circle PWD Bareilly
SE Bareilly Circle PWD Bareilly
Repair of Kolaghat Bridge on Jalalabad Shamsabad Mohammdabad Saurikh Viduna Road (SH-163) Km-4 and 5 in Distt. Shahjahanpur Fin. Year 2025-26
2026_CEBLY_1112850_1
519/142C(E-Tender)-3/25 Dt 19-01-2026
Open Tender
Civil Works - Bridges
365 days
Shahjahanpur
As per tender documents
3 documents required · 3 mandatory
₹2,725
₹19.1 L
Yes
28 Mar 2026
5 Feb 2026
12 Feb 2026
5 Feb 2026
12 Feb 2026
5 Feb 2026
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
Providing and Laying boulder apron for river bed/specified place for protection against scour with stone boulders of minimum size and weight as per Table 1300.1 no fragment weighing not less than 25 Kg, laid dry complete as per drawing and Technical Specification
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Mort&h S.No. 14.04 & Technical Specifications clause 2702
Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification
Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.
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/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
Supplying and Fixing of reflective Delinator post made of 75mm dia O/D MS pipe heavy duty of of size 1.20 MTR.Long and Bottom size 25x6mm flat iron welded of holes fast.All electricity welded and painted with one coat of red oxide and two coat of black showing enamel paint with 3 nos of reflective strips will be fix in red and yellow color complete as per drawing.
S/F for the 3M/Brand series 200 solar cats eyes body made of polycarbonate with electricity welded prismatic retro reflective lenses no both sidefoomaxi mum retro reflection in wet and dry condition with 3m adhesive
Painting first coat over priming coat (but excluding cost of priming coat) on wood or steel and other metal surface with superior synthetic enamel paint of standarded make brushing to give an even shadeand finished and including cleaning the surface all dirt dust and other foreing mettersand preparing and stripping including cost matter and scoured with wire brushes finesteel/wood scrappers and paparing and knotting including coat of all and supply pf all materials labour and T&P etc.required for proper completion of the work. S.I No.2+3
Finishing walls with superior quality water proof cement paint/snowcem of approved make and quality of new work with two coats to give even shade including preparing surface by the throughly cleaning and sand preparing and supply of all materials, labour and T&P etc. required for proper completion of the work.DSR No. 13.46.1
Supplying,fitting and placing uncoated HYSD bar Reinfoecement in Foundation,sub structure & super structure complete as per Drawing and MoRT&H Item No.12.40, Technical Specification clause 1600
Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.As per D.S.R.13.26
Construction of embankment with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compacted to meet requirement of table 300-2, MORT&H Specification-305
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing MORT&H 16.4 and Technical specifications No. 2504
Earthwork in excavationof Foundation of structures as per drawing and technical specifications Clause 304 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling with approved material.
Plain Cement Concrete 1:3:6 nominal mix in foundations with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days
Brick masonry work in1:3 cement mortar in foundation 7 sub-structure complete excluding pointing and plastering as per drawing and technical specifications Clauses
Plastering with cement mortar (1:3) on brick work in sub-structure as per technical specification
Providing Laying reinforced cement concrete in open foundations complete as per drawings and technical specifications Clause RCC grade M20 using batching mix plant
Supply, Fitting and Placing HYSD bar reinforcement in foundation and substructure complete as per drawings and technical specifications
Removal of existing cement concrete wearing coat including its disposal complete as per technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismentled material with all lifts and lead upto 1000 m.
Earthwork in excavationof Foundation of structures as per drawing and technical specifications Clause 304 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling with approved material.
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
Providing and laying of 80 mm thick rubber moulded Interlocking cement concrete tiles (300mpa) including laveling and dressing of surface to required level and slope, filling joints with local sand including the cost of material,labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge. As pe NSI No-1
Drainage Spouts complete as per drawing and MORT&H S.No. 14.09 Technical specification No. 2705
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