Tender For Restoration To K.V. Right Embankment From Rd 12.00Km. To 13.00Km.
Tender Value
84.48 Lakhs
Estimated cost
Bid Submission
21 Nov 2026
10 days left
EMD
84500
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Puri → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration To K.V. Right Embankment From Rd 12.00Km. To 13.00Km.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal ; rubbish up to a distance 50 Mtr. Outside disposal of unserviceable materials with all leads,lifts and delifts with cost of all labour T&P, labour welfare cess etc.complete as per direction the Engineer-in-charge. |
| 2 | Earthwork in all kinds of soil except sand, sandy or slushy soil in borrow area by mechanical means and transportation of excavated earth by mechanical means with all leads, lifts, delfts, rehandling, conveyance, royalty,EMF,DMF,Additional charges of materials, labour cess, including loading and unloading the same on prepared and approved surface including rough dressing and breaking the clods to maximum 5 cm. to 7 cm. in size and laying in layers not exceeding 22.5 cm.layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area with labour, T & P etc. complete as per direction of the Engineer-in-charge. (Earth will be arranged by the bidder at his own cost and risk. Earth should be free from clods, roots, brickbats and other debris.. Measurement of the fill to be taken on the finished level section) only |
| 3 | Removal of bituminous road surface and stacking them away from work site within a initial lead of 50m & initial lift of 1.5m as per direction of Engineer-In-Charge. including all cost of material, labour etc complete as per the direction of Engineer-in-charge. |
| 4 | Earth work in excavation in all kinds of soil including dressing and leveling the bed and depositing the excavated soil clear away from work site with all leads,lifts,delifts and dewatering including removing bushes,stumps and any other foreign materials from the working area as well as from the foundation trenches with cost of all materials,labour,T&P,hire and running charges of machinaries,welfare cess etc.complete as per direction of the Engineer-in-charge. |
| 5 | Construction of granular Sub-base by providing close graded Granular Sub-bale Grading-III materials as per table 400-1 sprading in uniform layer with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibrator roller to achieve the desirsed density complate as per Clause 401 of MoSRT&H specification for Road & Bridge works ect.complete as per direction of the Engineer-in-charge. ( 4th. Revision) with all cost, carriage, royalty, labour, T&P, EMF,DMF, Additional charges of materials,cess etc.complete as per direction of the Engineer-in-charge. |
| 6 | 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 subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including all cost, conveyance, royality, EMF, DMF, Additional charges of materials, taxes, labour cess etc. complete as per direction of Engineer-in-charge. |
| 7 | Providing & apllying primer coat with bitumen using the emulsion on the prepared surface of granular base including clearing of road surface & applying primer @ 0.60 kg/sqm mechanical means as per clause 502 of MoSRT&H specification for Road & Bridge works (4th Revision) includimng all cost,carriage,royalty, labour cess & taxes etc all complete as per the direction of Engineer-in-charge. |
| 8 | Providing & apllying Tackcoat with bitumen using the emulsion pressure distributer @ 0.20kg/m2 on the prepared surface of bituminous /granular base cleaned with mechanical broom as per clause 503 of MoSRT&H specification for Road & Bridge works (4th Revision) includimng all cost,carriage,royalty, labour cess & taxes etc all complete as per the direction of Engineer-in-charge. |
| 9 | Providing & laying of Bitumen Macadam with hot mix plant using cushed aggregates of grading-II (19mm) premixed with bituminous binder of 60/70 (packed) penetration grade of bitumen,transported to work site,laid over a previously prepared surface with a hydrostatic paver finisher with the sensor control to the required grade, level,allignment and rolling with smooth wheeled,vibratory & tandem rollers to achieve the desired compaction as per clause-504 of MoSRT&H Specification for Road & Bridge works (4th Revision) including all cost,carriage,royalty & taxes etc all complete as per direction of Providing & apllying Tackcoat with bitumen using the emulsion pressure distributer @ 0.20kg/m2 on the prepared surface of bituminous /granular base cleaned with mechanical broom as per clause 503 of MoSRT&H specification for Road & Bridge works (4th Revision) includimng all cost,carriage,royalty, EMF, DMF, Additional charges & taxes etc all complete as per the direction of Engineer-in-charge. |
| 10 | Providing & laying Semi Dense Bituminous concrete with batch type hot mix plant using crushed aggregates of grading-II (10mm),premixed with bituminous binder of 60/70 (packed) penetration grade of bitumen, transportating the hot mix to work site,laying with a hydrostatic paver finisher with the sensor control to the required grade, level ,allignment and rolling with smooth wheeled,vibratory & tandem rollers to achieve the desired compaction as per clause-504 of MoSRT&H Specification for Road & Bridge works (4th Revision) including all cost,carriage,royalty & taxes etc all complete as per direction of Providing & laying of Bitumen Macadam with hot mix plant using cushed aggregates of grading-II (19mm) premixed with bituminous binder of 60/70 (packed) penetration grade of bitumen,transported to work site,laid over a previously prepared surface with a hydrostatic paver finisher with the sensor control to the required grade, level,allignment and rolling with smooth wheeled,vibratory & tandem rollers to achieve the desired compaction as per clause-504 of MoSRT&H Specification for Road & Bridge works (4th Revision) including all cost,carriage,royalty & taxes etc all complete as per direction of Providing & apllying Tackcoat with bitumen using the emulsion pressure distributer @ 0.20kg/m2 on the prepared surface of bituminous /granular base cleaned with mechanical broom as per clause 503 of MoSRT&H specification for Road & Bridge works (4th Revision) includimng all cost,carriage,royalty, EMF, DMF, Additional charges & taxes etc all complete as per the direction of Engineer-in-charge. |
| 11 | Collecting, supplying and stacking good quality laterite moorum at work site in standard box heap size of 1.50M x 1.50M x 0.50M to be measured as 1 cum for pre-measurement beyond the trafficable berms and conveying from stacks, spreading mrooum with all leads, lifts and delifts, handling and rehanding charges including cost, conveyance, royalty of all material, EMF,DMF, Additional charges of materials,etc. labours and hire charges of T&P materials required for the work, watering and consolidation with PRR including all incidental charges with labour cess complete as per specification and direction of the Engineer-in-charge. |
| 12 | Filling foundation and plinth with good quality sand from approved quarry in layers not exceeding 22.50 cm in thickness well watered and rammed with cost,conveyance,royalty, labour, T&P,EMF,DMF,Additional charges of materials, cess etc. complete as per direction of the Engineer-in-charge. |
| 13 | Cement concrete M15 grade with crushed granite coarse aggregate of size 40mm down graded mixeing with concrete mixture, hoisting and laying manually compacting by vivrator including cost conveyance royalty, EMF,DMF,Additional charges of materials etc.complete including watering etc. as directed by the Engineer in charge. |
| 14 | Cement concrete M15 grade with crushed granite coarse aggregate of size 20mm down graded mixeing with concrete mixture, hoisting and laying manually compacting by vivrator including cost conveyance royalty, EMF,DMF,Additional charges of materials etc.complete including watering etc. as directed by the Engineer in charge. |
| 15 | Rigid smooth centering shuttering for R.C.C.work including dismantling then after casting including cost of all materials & T&P etc.complete as per the direction of the Engineer-In-Charge etc complete.(Plinth band, Footing, Pre Cast slab etc) complete as per direction of the Engineer-in-charge. |
| 16 | Rigid Smooth centring & Shuttring for RCC Walls and fins including false work & dismantling them after casting with all cost, carriage, royalty, curing, labour welfare cess etc. complete complete as per direction of the Engineer-in-charge. |
| 17 | Providing, weep holes in concrete works in abutments/ wing walls/return walls with 100mm diaAC pipe extending through the full width of the structure with slope of 1 V: 20 H towards drawing face with cost of all materials, all labour all taxes, T & P etc.Complete including labour welfarecess as per specification and direction of the Engineer-in-Charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysNov 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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