Tender For Construction Work Of A New Culvert In Place Of The Damaged Culvert On Chadiya Chatti To Ambedkar Village Mansooriya Road. (3X5.0Mx5.0M Reinforced Cement Concrete Box Culvert)
Tender Value
1.10 Crore
Estimated cost
Bid Submission
19 Oct 2026
1 days left
EMD
7.52 Lakhs
Bank guarantee accepted
Document Fee
2590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ballia → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of A New Culvert In Place Of The Damaged Culvert On Chadiya Chatti To Ambedkar Village Mansooriya Road. (3X5.0Mx5.0M Reinforced Cement Concrete Box Culvert)
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling brick work or stone work in lime or cement mortar and including stacking of dismantled materials as directed by Engineer-in-charge within a distance of 60m. SI no 692 |
| 2 | Dismantling RCC or RBC work in cement mortar and including stacking of dismantled materials as directed by Engineer-in-charge within a distance of 60m. SI no 692 |
| 3 | Constn. of 3X5.00X5.00 M Box Culvert— Excavation in foundation in ordinary soil including lift upto 1.5M. and lead upto 30M. including watering ramming and dressing etc. and disposal of surplus earth as direction by E/I. upto a distance of 30M. from the foundation trenches complete in all respect. As per MORT&H 12.1-304 |
| 4 | Granular Filling in Foundation Trenches as per Drawing & Technical Specification |
| 5 | (M-10) Concrete with 40mm. gauge stone ballast in 1:3:6 cement , sand and approved grit in foundation including supply of all materials labour tools and plants etc. required for proper completion of the work. As per MORT&H 13.5-1500,1700 & 2200 |
| 6 | RCC Grade M30 in foundation using batching plant transit mixer & manual placing |
| 7 | RCC Grade M30 in super structure using batching plant transit mixer & manual placing |
| 8 | RCC Grade M35 in super structure using batching plant transit mixer & manual placing (Wearing Coat) |
| 9 | 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 |
| 10 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 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 boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. |
| 13 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 |
| 14 | Approach- Constn. Of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m. As per Technical specification clause 303.1 |
| 15 | Providing, laying and spreading materials on a prepared sub grade , adding cement @ 2% by weight to the spread materials manually, mixing in place with rotavator and compacting with the road roller at OMC to acheive the desired unconfined compressive strength and to from a layer of sub-base. |
| 16 | Providing, laying and spreading materials on a prepared sub grade , adding cement @ 4% by weight to the spread materials manually, mixing in place with rotavator and compacting with the road roller at OMC to acheive the desired unconfined compressive strength and to from a layer of sub-base. |
| 17 | Providing and applying Tack coat with bitumen using pressure distributor at the rate of 3.5kg per 10 sqm. Area on the prepared bituminous/ granular surface cleaned with mechanical broom compelte as per Clause 503 of MORD specification no. 5.2 |
| 18 | Cleaning the existing water bound surface and laying premix 2 cm. thick over a tack coat with graded approved grit and bitumen including roller, Machinery, heating the paint to the required temperature and mixing including cartage of materials, maintenance of side patries and watering them during operation for proper completion of the work. |
| 19 | Cleaning the premix surface and laying Seal coat (Type \\"C\\") with approved 6-7mm. Graded grit and bitumen including Roller, Machinery annd heating the paint to the required temperature including cartage of materials, maintenance of patri and watering. |
| 20 | Construction of Subgrade & Earthen Shoulder with approved materials obtained from borrow pits with a lift upto 1.50M transporting to sitye ,Spreading,grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 100m. As per Technical specification Clause 301.5 (Patri) |
| 21 | Constn. Of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m. As per Technical specification clause 303.1 (Diversion) |
| 22 | Construction of granular sub-base 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.(Diversion) |
| 23 | Supply and fixing of Sign board complete in all respect. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
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