Drinking Water Supply and Sanitation Government Departments Closing in 12 days TDR #56864294

Tender For Improvement To Kushabhadra Right Embankment From Rd 45.180Km. To 46.200Km.

Issued by Government Departments · Puri, Odisha
Tender Value
84.62 Lakhs
Estimated cost
Bid Submission
20 Aug 2026
12 days left
EMD
84700
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Puri → Odisha
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Improvement To Kushabhadra Right Embankment From Rd 45.180Km. To 46.200Km.

BOQ

Name of Work:- Improvement to Kushabhadra Right Embankment from RD 45.180Km. to 46.200Km.
Sl. No. Item Description
1Clearing and grubbing road land including uprooting rank vegetation, grass, brushes, shrubs, sapling and trees girth up to 300 mm (Light jungles) & removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking the serviceable materials to be used or auctioned up to a lead of 1000 Meters including removal and disposal of top organic soil not exceeding 150mm in thickness etc. complete as per direction of the Engineer-in-charge.
2Earthwork 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, 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
3Scarifying the existing bituminous road surface to a depth of 50mm and dipositing the scarified materials away from the working area with all lead, delifts,cost of hire and running charges of all machinaries,T&P, cost of fuel, lubricants, cess, taxes, complete as per the direction of Engineer-in-charge
4Construction on of granular Sub-base of providing close graded granular sub-base grading-III materials as per table 400-1 and spreading in uniform layer with motor grader on prepared surface by mix in place method with rotovator and including watering and compacting to required density with P.R.R including cost, conveyance, royality, EMF, DMF, Additional charges of materials, taxes and all other taxes of all materials and cost of labour, T&P required for the work including hire & running charges of machineries with all leads, li s and deli s and labour welfare cess etc. complete in all respects and as per speci ca on and direction of the Engineer-In-Charge
5Providing laying,spreading and compacting stone aggregates of IRC Grade-III metal of IRC Grade-III metal of size 53 mm to 22.40 mm free from weathered skin and deleterious materials to water bound macadam specification including spreading in uniform thickness ,hand packing, rolling with 3 wheeled steel roller 8-10 tonns in stages to proper grade and camber ,applying and brooming requisite type of stone dust screening as screen dust to fill up the interstices of coarse aggregates,watering & compacting to the required density and thickness of 75 mm as per clause No- 404 of MOSRT&H specification for road and bridge works (4 th revision) including cost,conveyance, royalty, EMF, DMF, Additional charges and all other taxes of all materials and cost of labour, T&P required for the work including hire & running charges of machineries with all leads,lifts and delifts and labour welfare cess etc.complete in all respects and as per specification and direction of Engineer-in -charge.
6Providing, 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.
7Providing & 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.
8Providing & 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.
9Providing & 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.
10Providing & 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.
11Quarrying,collecting & supplying good quality moorum from approved quarry and stacking the same at work site or at approved stack yard for premeasurement in regular box heaps of 1.50m x 1.50m x 0.50m to be measured as one cum and conveying from premeasurement including watering and compacting to required density with P.R.R including cost,conveyance,royalty, EMF,DMF,Additional charges and all other taxes of all materials and cost of labour, T&P required for the work including hire & running charges of machineries with all leads,lifts and delifts and labour welfare cess etc.complete in all respects and as per specification and direction of Engineer-in -charge Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56864294
AUTHORITY Government Departments
TENDER VALUE 84.62 Lakhs
LAST DATE 20-08-2026
Authority
Authority Name Water Resources Department
Work Description Tender for Improvement To Kushabhadra Right Embankment From Rd 45.180Km. To 46.200Km.
Basic Detail
Tender No e-Procurement Notice No.- 04 of 2026-27
Bidding Type Tender
Location
City Puri
State Odisha
Key Dates
Publish Date 06 Aug 2026
Submission Date 20 Aug 2026
Open Date 21 Aug 2026
Finance
Tender Value 84.62 Lakhs
Tender Fee 10000
EMD 84700
Exemption Available
Document List
5ba9561f-0050-411b-9ede-631565681145.html
BidDocumentNID82.pdf
BOQ_604919.xls
Tendernotice_1 (11).pdf

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Tender Timeline

Aug 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 20, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 12 days
Aug 21, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 13 days

Tender Documents

Download All (ZIP) ↓
html

5ba9561f-0050-411b-9ede-631565681145.html

pdf

BidDocumentNID82.pdf

xls

BOQ_604919.xls

pdf

Tendernotice_1 (11).pdf

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