Tender For Widening Of Counterberm With Construction Of Toe Wall At Vrb From Elephant Corrider To Canal Syphone At Rd 20.90Km.
Tender Value
2.37 Crore
Estimated cost
Bid Submission
17 Aug 2026
16 days left
EMD
2.37 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dhenkanal → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Widening Of Counterberm With Construction Of Toe Wall At Vrb From Elephant Corrider To Canal Syphone At Rd 20.90Km.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish up to a distance 50 mtr outside the periphery of the area & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm on pre measurement and removal of stumps of trees cut earlier disposal of unserviceable materials to be used or auctioned up to a lead of 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm thickness with all leads, lifts and delifts with cost of all labour, hiring and running charges of all machineries, cess,T&P, etc. complete as per direction of Engineer-in-Charge. |
| 2 | Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by vibratory rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and Clause 305 of MoSRT&H specification for Road and Bridge Works (4th Revision) with all leads, lifts and delifts with cost of all labour, hiring and running charges of all machineries, cess & quality control test etc. complete as per direction of Engineer-in-Charge. |
| 3 | Excavation,loading,unloading and carriage by mechanical means of all kinds of soil, including stoney earth ,gravel and moorum etc. interspread with boulders up to 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and utilising the usefull earth in the nearby filling reaches of canals embankments & disposal of unusable earth, within an initial lead of 1.00 K.M. from place of excavation complete as per the specification and as directed by the Engineer-in-Charge. |
| 4 | Earth work in excavation in all kinds of approved soil from approved borrow area by mechanical means with all leads, lifts and delifts including loading into the transportation vehicles and unloading from transported vehicles and depositing the same on properly prepared and scientifically approved surface including rough dressing and breaking the clods to maximum 5cm. to 7cm. ,laying in layers not exceeding 22.50cm including removal of roots, shrub jungles, bushes and all foreign debries from the earth and benching the old embankment, sectioning, cambering the earth work and lighting of haul roads and borrow area compacting to 95% under OMC condition including mobilization and demobilization of men and machineries and all incidental charges required for the completion of work, complete in all respect including cost of royality with labour cess as per approved drwaing, specification & quality control test and direction of Engineer-in-Charge. |
| 5 | Providing and laying, spreading and compacting stone aggregates to 75 mm thickness with IRC grade - II material (63 mm to 45 mm) to WBM specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tones in stages to proper grade and camber, applying and brooming using moorum as binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density as per clause 404 of MoSRT & H specifications for road & Bridge works (4th Revision) with all leads, lifts and delifts including cost, conveyance, royalty, cess including cost of labours, hire and running charges of machineries & quality control test etc. Complete as per specification and direction of the Engineer-in-Charge. |
| 6 | Providing and laying, spreading and compacting stone aggregates to 75 mm thickness with IRC grade - III material ( 53 mm to 22.4 mm) as per table-400-I to WBM specification including spreading in uniform thickness , hand packing , rolling with 3 wheeled steel roller 8-10 tones in stages to proper grade and camber, applying and brooming using moorum as binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density as per clause 401 of MoSRT & H specifications for road & Bridge works (4th Revision) with all leads, lifts and delifts including cost, conveyance, royalty, cess etc. including labours and hire and running charges of machineries and quality control test complete as per specification and direction of the Engineer-in-Charge. |
| 7 | Quarrying, collecting, supplying and stacking of good quality of moorum and sand in regular box heap size of 1.50m X 1.50m X 0.50m to be measured as one cum and admixing moorum and sand in (60 : 40) proportion and laying in sub-base of road in layers not exceeding 100 mm thick with all leads, lifts and delifts including cost, conveyance, royalty, cess including hire charges of T&P materials required for the work, watering and consolidation with smooth wheeled roller, hire and running charges of machineries etc. Complete as per specification and direction of the Engineer-in-Charge. |
| 8 | Earthwork excavation of foundation in all kind of soil in all lead lift and delift including rough dressing and breaking the clods to maximum 5 cm to 7 cm and laying in layers not exceeding to 0.30 m in depth complete as per the direction of the Engineer- in- charge. |
| 9 | Filling in foundation and plinth with sand well watered and rammed including cost, conveyance and royalty, takes of materials, labour, cess etc. complete as per the direction of the Engineer-in-charge. |
| 10 | Providing and laying cement concrete of M15 grade with 40mm and downgraded granite course aggregates with sharp sand of quality for concrete lining of canal including cost of all materials,royality cost of all labour, cess, machineries, quality control test compacting with space vibrator and finishing the conc. surface as per the direction of the Engineer-in-charge. |
| 11 | Providing and laying cement concrete of M15 grade with 20mm and downgraded granite course aggregates with sharp sand of quality for concrete including cost of all materials, royalty,cost of all labour, cess, machineries, quality control test compacting with space vibrator and finishing the conc. surface as per the direction of the Engineer-in-charge. |
| 12 | Rigid and smooth centering and shuttering for plain C.C/R.C.C works including removing the same after specified days of casting with cost of all labour,T&P etc complete as directed by the Engineer-in-charge. |
| 13 | Filling foundation and plinth with excavated earth including all leads, lifts , delifts etc complete as per the direction of the Engineer-in-charge. |
| 14 | Providing and fixing 18mm/16mm thick joint filler (Bitumenous expansion joint board I.S.I) in position including cost, carriage, royalty etc. complete as per the direction of Engineer-in-Charge. (Unit=RM) |
| 15 | Rough Stone dry packing in approns and revetments with Hard granite stone of 15 Cm to 30 cm sizes including loading, unloading, cost, conveyance, royality and all other taxes with all leads, lifts rock of regular approve size and filling into the interstices with wedge stone as per approved design, drawing, specification in design slope in approns and revetment as directed by the Engineer in charge including quality control test charges, supply of all machineries, materials, T&P, Labour and supervision charges etc complete. |
| 16 | Providing weep holes in RCC abutment,wing wall,returns wall with 100mm dia AC pipe,extending through the full width of the structure with slope of IV:2H towards drawing face etc complete and as per drawing and technical.as directed by the EIC. |
| 17 | Laying & fixing in position R.C.C hume pipe 1200mm dia NP3 including cost carriage of materials with cess etc complete and as per direction of Engineer in charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysAug 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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