Tender ID

Tripura

Active

Works

Civil Works

Juri River Renovation and Beautification_SH_Excavation of River Bed and protecting the river bank portion from Old Motor stand near RCC bridge to Sishu Tirtha School Dharmanagar Municipal Council area under SASCI_2025_26

Chief Engineer - Urban Development Dept(Engineering Wing)

Dharmanagar | North Tripura, Tripura

Amount: ₹2.9 CrCloses: 19 Nov 2026

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Timeline

Published30 Oct 2026
Pre-Bid Meeting4 Nov 2026
Submission Opens11 Nov 2026
Closes19 Nov 2026
Bid Opening19 Nov 2026

Tender Value

₹2.9 Cr

EMD Value

₹5.8 L

Closing Date

19 Nov 2026, 3:00 pm

Tender Inviting Organisation

Name

Executive Engineer-IV, UDD

Address

O/O THE EE IV UDD AGARTALA UDD BHAWAN.

Work Description

Juri River Renovation and Beautification_SH_Excavation of River Bed and protecting the river bank portion from Old Motor stand near RCC bridge to Sishu Tirtha School Dharmanagar Municipal Council area under SASCI_2025_26

Tender Information

Tender ID

2026_SEU_78662_1

Reference Number

407_CE_SE_EE-IV_EW_UDD_2026_27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

180 days

Location

Dharmanagar

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per DNIeT

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredDNIeT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹8,000

EMD Fee Amount

₹5.8 L

Pre-Bid Meeting

Meeting Place

O/O THE EE IV UDD AGARTALA UDD BHAWAN

Important Dates

Last Activity

30 Oct 2026

Published

30 Oct 2026

Bid Opening

19 Nov 2026

Download Starts

30 Oct 2026

Download Ends

19 Nov 2026

Submission Starts

11 Nov 2026

Clarification Period

30 Oct 2026 - 4 Nov 2026

Pre-Bid Meeting

4 Nov 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (21 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Desilting of Lake/river etc. by using contractor's Amphibian dredger machine, having capacity of the dredger of minimum 67.2 cum per hour in solid state excluding isolated bolder and hard rock for distance of 600.0 mtr. from lake/river bank and de-silted soil to be dumped at suitable place for making road, Islands etc.
1.01	as per direction of the Engineer-in-charge.	7,197.36	cum	294.43	₹21,19,118.7
2Excavation for structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per MoRT&H Technical Specification clauses of section 300.
2.01	i. Ordinary soil (B) By mechanical means ( upto 3 m depth )	1,200	cum	53.1	₹63,720
3Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m.
3.01	All kinds of soil	960	cum	311.7	₹2,99,232
4Construction of Embankment with Material Obtained from Borrow Pits
4.01	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and ompacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.	2,250	cum	245.4	₹5,52,150
5Gabian Structure for Erosion Control, River Training Works and Protection works
5.01	Providing and constructing gabian structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200mm, all loose ends to be securely tied with 4 mm galvanised steel wire. as per drawing and MoRT&H Technical specifications clause 2503.3.	1,700	cum	8,983.6	₹1,52,72,120

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.73 MB

Work Item Documents

DNIeT.pdf

Tender Documents • 5.05 MB

BOQ_80084.xls

BOQ • 0.42 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Desilting of Lake/river etc. by using contractor's Amphibian dredger machine, having capacity of the dredger of minimum 67.2 cum per hour in solid state excluding isolated bolder and hard rock for distance of 600.0 mtr. from lake/river bank and de-silted soil to be dumped at suitable place for making road, Islands etc.
1.01	as per direction of the Engineer-in-charge.	7,197.36	cum	294.43	₹21,19,118.7
2Excavation for structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per MoRT&H Technical Specification clauses of section 300.
2.01	i. Ordinary soil (B) By mechanical means ( upto 3 m depth )	1,200	cum	53.1	₹63,720
3Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m.
3.01	All kinds of soil	960	cum	311.7	₹2,99,232
4Construction of Embankment with Material Obtained from Borrow Pits
4.01	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and ompacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.	2,250	cum	245.4	₹5,52,150
5Gabian Structure for Erosion Control, River Training Works and Protection works
5.01	Providing and constructing gabian structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200mm, all loose ends to be securely tied with 4 mm galvanised steel wire. as per drawing and MoRT&H Technical specifications clause 2503.3.	1,700	cum	8,983.6	₹1,52,72,120

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Desilting of Lake/river etc. by using contractor's Amphibian dredger machine, having capacity of the dredger of minimum 67.2 cum per hour in solid state excluding isolated bolder and hard rock for distance of 600.0 mtr. from lake/river bank and de-silted soil to be dumped at suitable place for making road, Islands etc.

1.01

as per direction of the Engineer-in-charge.

7,197.36

cum

294.43

₹21,19,118.7

2Excavation for structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per MoRT&H Technical Specification clauses of section 300.

2.01

i. Ordinary soil (B) By mechanical means ( upto 3 m depth )

1,200

cum

53.1

₹63,720

3Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m.

3.01

All kinds of soil

960

cum

311.7

₹2,99,232

4Construction of Embankment with Material Obtained from Borrow Pits

4.01

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and ompacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.

2,250

cum

245.4

₹5,52,150

5Gabian Structure for Erosion Control, River Training Works and Protection works

5.01

Providing and constructing gabian structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200mm, all loose ends to be securely tied with 4 mm galvanised steel wire. as per drawing and MoRT&H Technical specifications clause 2503.3.

1,700

cum

8,983.6

₹1,52,72,120