Tender For Construction Of Reinforced Cement Concrete Box Cell Culvert (2X6.0X4.0 M) Near Village Adivasi Sahi (Gududa) In The District Of Balasore.
Tender Value
83.23 Lakhs
Estimated cost
Bid Submission
31 Jul 2026
4 days left
EMD
83300
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Baleshwar → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Reinforced Cement Concrete Box Cell Culvert (2X6.0X4.0 M) Near Village Adivasi Sahi (Gududa) In The District Of Balasore.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation in all kinds of soil as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, dressing of sides and bottom and backfilling with approved material including dewatering if necessary etc. complete as per clause 304 of technical specification for Road and Bridge work (MoRTH 5th Revision) as per the direction of the Engineer-in-Charge. |
| 2 | Filling foundation and plinth with clean river sand including well watered and rammed with all labour cost, conveyance, royalty and all taxes of materials etc. complete as per the direction of Engineer-in-charge. |
| 3 | Plain Cement Concrete with grade M15 in Box Culvert complete as per Technical Specifications as per approved and sections 1000, 1500, 1600, 1700 and 2100 of Technical specification approved for road and bridge works (MORTH 5th revision) excluding cost of reinforcement complete as per direction of Engineer-in-Charge. |
| 4 | Plain Cement Concrete with grade M25 in Foundation complete as per Technical Specifications as per approved and sections 1000, 1500, 1600, 1700 and 2100 of Technical specification approved for road and bridge works (MORTH 5th revision) excluding cost of reinforcement complete as per direction of Engineer-in-Charge. |
| 5 | Plain Cement Concrete with grade M25 in Superstructure complete as per Technical Specifications as per approved and sections 1000, 1500, 1600, 1700 and 2100 of Technical specification approved for road and bridge works (MORTH 5th revision) excluding cost of reinforcement complete as per direction of Engineer-in-Charge. |
| 6 | Providing, supplying and laying Design Mix Reinforced Cement Concrete with grade M25 in Superstructure complete as per Technical Specifications as per approved and sections 1000, 1500, 1600, 1700 and 2100 of Technical specification approved for road and bridge works (MORTH 5th revision) excluding cost of reinforcement complete as per direction of Engineer-in-Charge. |
| 7 | Supplying, cutting, bending, binding and placing uncoated HYSD bar in position including cost of all labour and MS Rod with binding wire etc. complete as per direction of Engineer-in-Charge. |
| 8 | RCC M-30 grade in wearing coat including steel C.D. work as per approved Technical Specifications and as per sections 1500, 1700 and 2700 of MoSRT&H specification for Road and Bridge works (Latest Revision) complete as per direction of Engineer-in-Charge. |
| 9 | Provision of an Reinforced cement concrete crash barrier at the edges of the bridge and approaches to bridge structures constructed with M-40 grade concrete with HYSD reinforcement con{orming to IRC:21 and dowel bars 25 mm dia, 450 mm Iong at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO lll dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer and as per Technical Specifications section 809 of MORTH specification for Road & Bridge works (5th revision). |
| 10 | Providing weep holes in Brick masonry/Plain/ Reinforced concreteabutment, wing wall/ return wall with 100 mm dia PVC pipe extending through the full width of the structure with slope of 1V :20H towards drawing face etc. complete as per drawing and Technical Specifications as per direction of Engineer-in-Charge. |
| 11 | 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 (30 cm size). |
| 12 | Providing and laying 2 coats of water base cernent paint to unplastered surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm to the bridge superstructure as per section 800 of MoRTH specifications for Road & Bridge works (5th revision) and instruction of Engineer in charge |
| 13 | Grouting approns and revetment 15cm deep with cement concrete (1:4:8) with 2.5cm broken granite metal per 1 sqm as per direction of Engineer-in-Charge. |
| 14 | Earth work in suitable type of soil in borrow area, loading into transportation vehicle manually or mechanically and transportation of earth by mechanical means unloading the same over the approved surface of embankment in proper profile with 5.00Km leads including rough dressing and breaking clods to maximum 5cm to 7cm including removal of roots, bushes other deleterious materials from transported earth with all cost, carriage, royalty, labour cess and laying in layers not exceeding 22.50cm in depth with sheep foot roller, hire and running charges of all machineries with all labour, T&P required for the work etc.complete in all respect as per specification and direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysAug 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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