Drinking Water Supply and Sanitation Government Departments Closing in 10 days TDR #57573291

Tender For Improvement To Mahanadi Right Embankment From Satakhanda To Kurumchain.

Issued by Government Departments · Cuttack, Odisha
Tender Value
5.07 Crore
Estimated cost
Bid Submission
02 Oct 2026
10 days left
EMD
5.08 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Improvement To Mahanadi Right Embankment From Satakhanda To Kurumchain.

BOQ

Name of Work:- Improvement to Mahanadi Right Embankment from Satakhanda to Kurumchain.
Sl. No. Item Description
1Clearing grass and removal of rubbish up to a distance of 50 metres outside disposal of unserviceable materials with all leads ,lifts and delifts with cost of all labour T & P welfarecess etc.Complete as per the direction of the Engineer-in-Charge.
2Providing, laying, spreading and compacting stone aggregates of IRC Grade- I metal of size 90mm to 45mm 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 stones in stages to proper grade and camber, applying and brooming requisite type of Moorum screening/ binding materials as moorum to fill up the interstices of coarse aggregates, watering & compacting to the required density and thickness of 100mm as per clause No. 404 of MOSRT&H specification for road and bridge works (4 th revision ) including cost, conveyance, royalty, taxes of all materials, with cost of all labour T&P required for the work, labour welfare cess etc. complete as per specification & direction of the Engineer-In-Charge.
3Providing, laying, spreading and compacting stone aggregates of IRC Grade- III metal of size 53mm to 22.5mm 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 stones in stages to proper grade and camber, applying and brooming requisite type of Dust screening/ binding materials as moorum to fill up the interstices of coarse aggregates, watering & compacting to the required density and thickness of 100mm as per clause No. 404 of MOSRT&H specification for road and bridge works (4 th revision ) including cost, conveyance, royalty, taxes of all materials, with cost of all labour T&P required for the work, labour welfare cess etc. complete as per specification & direction of the Engineer-In-Charge.
4Providng & applying primer coat with bitumen emulsion on the prepared surface of granular base including clearing of road surface & applying primer @0.60 kg/sqm using mechanical means as per clause-502 of MoSRT & H specification for Road &Bridge works(4th Revision) including all cost, carriage. royalty & taxes etc all complete as per direction of EIC.
5Providng & applying 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) including all cost, carriage. royalty & taxes etc all complete as per direction of EIC.
6Providing &laying of Bitumen Macadam with hot mix plant using crushed aggregates of grading-II (19 mm) 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,alignment 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 the EIC
7Providing &laying Semi Dence Bituminous Concrete with batch type hot mix plant using crushed aggregates of grading-II (10 mm), premixed with bituminous binder of 60/70 (packed)penetration grade of bitumen, transporting the hot mix to work site,laying with a hydrostatic Paver Finisher with the sensor control to the required grade, level,alignment 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 the EIC
8Collecting & supplying approved quality of moorum from approved quarry and stacking at work site in regular stacks of 1.50 x 1.50 x 0.50m to be measured as 1.00 cum for premeasurment including cost, carriage royalty of materials and conveying from stacks and spreading on road surface and consolidation with P.R.R. including hire & running charges of PRR and taxes of all materials complete as per direction of the Engineer-in-charge.
9Earth work in suitable type of soil in borrow area,loading into transport vehicle manually or mechanically and transportation of earth by mechamical means unloading the same over the approved surface of embankment in proper profiles with 5.0km leads ,including rough dressing and breaking the clods to maximum 5cm. to 7cm. size including removal of roots ,bushes ,other deleterious materials from transported earth with all cost ,carriage , roralty , labour welfarecess & laying in layers not exceeding 22.5cm in depth with hire &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 the Engineer-in-Charge.
10Rough stone dry packing in approns and revetments with hard granite stone boulder of 15cm to 30cm size including filling the interstices with small stones and jallies with cost, carriage, royalty labour welfare cess and taxes of all materials etc. complete as per specification and direction of Engineer-In-Charge.
11Earth work in excavation of foundation in all kinds of soil including dressing and leveling the bed and depositing the excavated soil clear of 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 labour, T&P, hire and running charges of all machineries, labour welfare cess etc. complete in all respects as per specification and direction of the Engineer-In-Charge.
12Filling foundation and plinth with sand in layers not exceeding 22.50cm in thickness, well watered and rammed including cost, conveyance, royalty and all other taxes of all materials with all leads, lifts and delifts, cost of all labour, T&P, labour welfare cess etc. complete in all respects and as per specification and the direction of the Engineer-In-Charge.
13Cement Concrete M15 A40 mm downgraded crusher broken hard granite coarse aggregate 40mm & down graded size of good quality collected from approved quarry free from weathered skin and all deleterious materials using screened and washed coarse sand, mixing by concrete mixer, placing in proper position including cost convyance, royalty and all other taxes of all materials with all leads, lifts and delifts, curing, hire and running charges of all machineries, with cost of all labour, T&P, fixing of embedments if any, labour welfare cess etc. complete in all respect and as per specification and direction of the Engineer-In-Charge.
14Cement Concrete M15 A20 mm downgraded crusher broken hard granite coarse aggregate 20mm & down graded size of good quality collected from approved quarry free from weathered skin and all deleterious materials using screened and washed coarse sand, mixing by concrete mixer, placing in proper position including cost, convyance, royalty and all other taxes of all materials with all leads, lifts and delifts, curing, hire and running charges of all machineries, with cost of all labour, T&P, fixing of embedments if any, labour welfare cess etc. complete in all respect and as per specification and direction of the Engineer-In-Charge.
15Rigid Smooth centring & Shuttring for cement concrete in foundation works including false work & dismantling them after casting with all cost, carriage ,royalty, curing, labour welfare cess etc. complete in all respect as per specification and direction of the Engineer-In-Charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57573291
AUTHORITY Government Departments
TENDER VALUE 5.07 Crore
LAST DATE 02-10-2026
Authority
Authority Name Water Resources Department
Work Description Tender for Improvement To Mahanadi Right Embankment From Satakhanda To Kurumchain.
Basic Detail
Tender No ACECIC - 03/ 2026-27
Bidding Type Tender
Location
City Cuttack
State Odisha
Key Dates
Publish Date 18 Sep 2026
Submission Date 02 Oct 2026
Open Date 03 Oct 2026
Finance
Tender Value 5.07 Crore
Tender Fee 10000
EMD 5.08 Lakhs
Exemption Available
Document List
0081386e-cc63-481d-a6a1-a1513b96a898.html
BOQ_609871.xls
kurumchaits.pdf
Tendernotice_1 (20).pdf

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Tender Timeline

Sep 18, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 02, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 10 days
Oct 03, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 11 days

Tender Documents

Download All (ZIP) ↓
html

0081386e-cc63-481d-a6a1-a1513b96a898.html

xls

BOQ_609871.xls

pdf

kurumchaits.pdf

pdf

Tendernotice_1 (20).pdf

Disclaimer

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