Tender For Construction Of A 3X8x4 Meter Span Minor Bridge (Box Culvert) And Approach Road Over The Sharda Sahayak Canal Near Veershahpur At The 3Rd Kilometer Of The Bandanpur-Amsin Road In Ayodhya District.
Tender Value
2.40 Crore
Estimated cost
Bid Submission
16 Oct 2026
13 days left
EMD
14 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ayodhya → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of A 3X8x4 Meter Span Minor Bridge (Box Culvert) And Approach Road Over The Sharda Sahayak Canal Near Veershahpur At The 3Rd Kilometer Of The Bandanpur-Amsin Road In Ayodhya District.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)By Mechanical Means Cement Concrete |
| 2 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)For dismantling of brick work/ tiles/etc. By Mechanical Means |
| 3 | Earth work in excavation in trenches for foundations in ordinary soil including lift upto 1.5 m. lead upto 30m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c within a distance of 30 mt |
| 4 | PCC M-15 using batching plant & manual placing in open foundation complete as per drawing and Technical Sperifications. |
| 5 | R.C.C. M30 grade in Foundation as per drawing and technical specification. |
| 6 | R.C.C. M35 grade in Wearing coat as per drawing and technical specification. |
| 7 | Supplying, fitting and placing un-coated Mild steel reinforcement complete as per drawing and technical specification |
| 8 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification |
| 9 | Providing and fixing Weep holes in brick masonary / plain reinforced concreet abutment wingwall/ return wall with 100 mm dia. On AC pipe as per drawing and technical specification |
| 10 | P.C.C. M20 grade in wing wall of culvert as per technical drawing and specification. |
| 11 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 12 | 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 and Technical specifications |
| 13 | Providing and laying boulders apron on canal bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. |
| 14 | Earth work in embankment in ordinary soil including lift upto 1.50 mtr. and lead up to 30.00 mtr. and also including ramming dressing the surface to required level and slope as per direction of E/I. |
| 15 | Construction of granular sub-base (grading-1) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 16 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 17 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 18 | Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 19 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 20 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-40) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 21 | Earth work in Both side Patri.in ordinary soil including lift upto 1.50 mtr. and lead up to 30.00 mtr. and also including ramming dressing the surface to required level and slope as per direction of E/I. |
| 22 | Caution Board |
| 23 | THERMO PLASTIC Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 24 | Hazards Marker reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing |
| 25 | Supplying and fixing of Linear Delinators System (LDS)panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminium foil toa a unique corrugated shape to provide Retro reflection across wide range of observations and external angles. Each LDS pannel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brick work with 16 Nos fastener/screw. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 03, 2026
11:30 IST
Tender Published
Tender notice published.
TodayOct 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender