Drinking Water Supply and Sanitation Government Departments Closing in 13 days TDR #56573697

Tender For Improvement To Mahanadi Left Embankment Oae 77 (B) From Anoli To Balikani

Issued by Government Departments · Jagatsinghapur, Odisha
Tender Value
2.52 Crore
Estimated cost
Bid Submission
04 Aug 2026
13 days left
EMD
2.52 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Improvement To Mahanadi Left Embankment Oae 77 (B) From Anoli To Balikani

BOQ

Name of Work:- Improvement to Mahanadi left embankment OAE 77 (B) from Anoli to Balikani
Sl. No. Item Description
1Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm & removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material away from the work site including hire and running charges of all the machineries, T & P, cost of labour, cess etc. complete as per specification and direction of the Engineer-in-Charge.
2Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all leads, lifts and delifts including all labour, cess, T&P & all taxes as applicable etc, complete as per specification and direction of the Engineer-in-charge.
3Providing, 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 sub-base/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 with all leads, lifts and delifts including labours, cost, conveyance, royalty, EMF, DMF & additional charges, cess & all other taxes as applicable, T&P materials required for the work, hire and running charges of machineries etc. complete as per specification and direction of the Engineer-in-Charge.
4Providing and applying primer coat with bitumen emulsion (slow setting) on prepared surface of granular base including clearing of road surface and spraying primer @0.60 kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with all leads, lifts and delifts including labours, cost, conveyance, cess & all other taxes as applicable, T&P materials required for the work, hire and running charges of machineries etc. complete as per specification and direction of the Engineer-in-Charge.
5Providing and applying tack coat with bitumen emulsion (Rapid setting) using emulsion pressure distributor @0.20Kg/Sqm on the prepared bituminous /granular surface cleaned with mechanical broom as per clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with all leads, lifts and delifts including labours, cost, conveyance, cess & all other taxes as applicable, T&P materials required for the work, hire and running charges of machineries etc. complete as per specification and direction of the Engineer-in-Charge.
6Providing and laying bituminous macadam with hot mix plant using crushed aggregate of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 504 as per MoSRT&H Specification for Road & Bridge works (4th Revision) including labours, cost, conveyance, cess, royalty, EMF, DMF & additional charges & all other taxes as applicable, T&P materials required for the work, hire and running charges of machineries etc. complete as per specification and direction of the Engineer-in-Charge. (Grade-II 19mm Nominal size).
7Providing and laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H Specification for Road & Bridge works (4th Revision) including labours, cost, conveyance, cess, royalty, EMF, DMF & additional charges & all other taxes as applicable, T&P materials required for the work, hire and running charges of machineries etc. complete as per specification and direction of the Engineer-in-Charge. (Grade-II 10mm Nominal size).
8Earth work in approved type of soil in borrow area by mechanical means and loading into transportation vehicle and transportation of earth by mechanical means and unloading the earth over the approved surface of the embankment in proper profile with all leads, lifts, delifts including rough dressing and breaking the clods in to 5cm to 7cm size including removal of all foreign materials, debrises, grass, bushes, vegetations, shrubs, roots from transported earth including laying in layers not exceeding 22.50cm in depth including watering earth work up to OMC condition and compaction by vibrating roller and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all machineries, construction and maintenance of haul road, T&P, cost of fuel, lubricants, cost of labour, carriage, royalty, EMF, DMF & additional charges, cess & all other taxes as applicable etc. all complete as per specification and direction of the Engineer-in-charge (Measurement to be taken on the finished compacted level section of the fill under OMC condition and earth to be arranged by the contractor at his own cost and responsibility)
9Fine dressing of earth work in slope of embankment including filling of earth of rain cuts and slopes with selected earth at contractors own cost and duly compacted and trimmed to the required profile and turfing with dub sods of rectangular shape of minimum 0.25 cm thick with cost, conveyance by mechanical means with all leads, lifts and delifts, cess & all other taxes as applicable to site of work including mobilization, demobilization, supervision charges with cost of all other materials, approach road, diversion road, site illumination including watering the sods till survival of grass with all cost incidental to the work etc. complete as per specifications and the direction of the Engineer-in-charge. (Turf to be arranged by the contractor at his own cost & Measurement will be taken after survival of grass).
10Collecting & supplying good quality moorum from approved quarry and stacking at work site and spreading the same flank of the road not exceeding 100 mm thick including watering & consolidation with PRR with all leads, lifts and delifts including labours, cost, conveyance, royalty, cess, EMF, DMF & additional charges & all other taxes as applicable including hire charges of T&P materials required for the work, hire and running charges of machineries etc. complete as per specification and direction of the Engineer-in-Charge.
11Quarrying, collecting, supplying & stacking of hard granite stone boulder of size 15cm to 30cm from approved quarry free from weather skin surface and other deleterious materials, packing the stones to required profile in all heights and depths including filling the interstices with small stones, wedging and hammering etc. including cost, conveyance, labour, T&P required for the work, royalty, EMF, DMF & additional charges, taxes, cess, hire and running charges and transportation of all materials of approved quality with uniform colour and texture with all leads, lifts, delifts handling and re-handling etc. including all other incidental charges and other taxes as applicable required to complete the work as per the specification and direction of the Engineer-in-charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56573697
AUTHORITY Government Departments
TENDER VALUE 2.52 Crore
LAST DATE 04-08-2026
Authority
Authority Name Water Resources Department
Work Description Tender for Improvement To Mahanadi Left Embankment Oae 77 (B) From Anoli To Balikani
Basic Detail
Tender No No.ACE, EC-I/06 of 2026-27
Bidding Type Tender
Location
City Jagatsinghapur
State Odisha
Key Dates
Publish Date 21 Jul 2026
Submission Date 04 Aug 2026
Open Date 05 Aug 2026
Finance
Tender Value 2.52 Crore
Tender Fee 10000
EMD 2.52 Lakhs
Exemption Available
Document List
bf796fb5-3b0e-4832-8ee1-924d00315e0e.html
BOQ_602506.xls
DTCNMSD02.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 21, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 04, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 13 days
Aug 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 14 days

Tender Documents

Download All (ZIP) ↓
html

bf796fb5-3b0e-4832-8ee1-924d00315e0e.html

xls

BOQ_602506.xls

pdf

DTCNMSD02.pdf

pdf

Tendernotice_1.pdf

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