Tripura

Cancelled

Works

Civil Works - Roads

Improvement and upgradation of road from Ramchandraghat to Dhalabil Chowmuhani under Khowai Tripura L 6.00 Km

Chief Engineer, PWD (R and B)

Ramchandraghat to Dhalabil | Khowai, Tripura

Amount: ₹12.2 CrCloses: 20 May 2026Closed

Timeline

Published29 Apr 2026
Cancelled4 May 2026

Cancellation Details

Cancellation of Tender

Notice for Cancellation of TenderCancellation of TenderReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 4 May 2026

Tender Value

₹12.2 Cr

EMD Value

₹24.4 L

Closing Date

20 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer NH Division Agartala Tripura W

Address

O o the Executive Engineer NH Division Agartala PWD NH Netaji Complex West Tripura

Work Description

Improvement and upgradation of road from Ramchandraghat to Dhalabil Chowmuhani under Khowai Tripura L 6.00 Km

Tender Information

Tender ID

2026_CEPWD_72246_1

Reference Number

26/CE/PWD(NH)/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

540 days

Location

Ramchandraghat to Dhalabil

Source Website

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Eligibility / Pre-Qualification

Please refer to the tender documents

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredAppendix I,II,III,IV,V,VI,VII,VIII,IX,X as per DNIT (.pdf)

RequiredAnnexure II, III Integrity Pact (.pdf)

RequiredDetail Structure of the Organization in the prescribed format Appendix II (.pdf)

RequiredAffidavit By The Bidder in the prescribed format Appendix III (.pdf)

RequiredAll pages of all the Corrigendum or Addendum or Clarification etc. (if any) (.pdf)

RequiredDNIT and GST Registration certificate (.pdf)

RequiredAny other required documents as per DNIT (.pdf)

Finance

RequiredBOQ (.xls)

RequiredTripura PWD form 7 (.pdf)

Fee & Financial Details

Tender Fee Amount

₹15,000

EMD Fee Amount

₹24.4 L

Pre-Bid Meeting

Meeting Place

O o the Executive Engineer NH Division Agartala

Important Dates

Last Activity

4 May 2026

Published

29 Apr 2026

Bid Opening

20 May 2026

Download Starts

29 Apr 2026

Download Ends

20 May 2026

Submission Starts

29 Apr 2026

Clarification Period

29 Apr 2026 - 8 May 2026

Pre-Bid Meeting

12 May 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

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 (72 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sub Head - I
1.01	SITE CLEARANCE	-	-	-	-
1.02	Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRT&H Technical Specification Clause 201.	1	Hectare	22,910.9	₹22,908.61
2Sub Head - II
2.01	EARTH WORK	-	-	-	-
2.02	Compacting Original ground (i) Compacting orginal ground supporting Subgrade. Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.2 for subgrade construction as per MoRT&H Technical Specification clauses of section 300.	-	Cum	23	-
2.03	(ii)Compacting original ground supporting embankment. Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.2 for embankment construction as per MoRT&H Technical Specification clauses of section 300.	-	cum	30.4	-
2.04	(II) Excavation in Soil with Dozer with lead upto 100 m. Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRD Technical Specification Clause 302.3.	-	cum	81.1	-
2.05	Construction of Embankment with Material obtained from Roadway Cutting. Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5. (A). For spreading beyond 100 m	-	cum	81.1	-
2.06	Construction of Embankment with Material Obtained from Borrow Pits. 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 compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.	-	cum	344.9	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.78 MB

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.57 MB

Work Item Documents

DNIT.pdf

Tender Documents • 2.84 MB

BOQ_73522.xls

BOQ • 0.40 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sub Head - I
1.01	SITE CLEARANCE	-	-	-	-
1.02	Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRT&H Technical Specification Clause 201.	1	Hectare	22,910.9	₹22,908.61
2Sub Head - II
2.01	EARTH WORK	-	-	-	-
2.02	Compacting Original ground (i) Compacting orginal ground supporting Subgrade. Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.2 for subgrade construction as per MoRT&H Technical Specification clauses of section 300.	-	Cum	23	-
2.03	(ii)Compacting original ground supporting embankment. Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.2 for embankment construction as per MoRT&H Technical Specification clauses of section 300.	-	cum	30.4	-
2.04	(II) Excavation in Soil with Dozer with lead upto 100 m. Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRD Technical Specification Clause 302.3.	-	cum	81.1	-
2.05	Construction of Embankment with Material obtained from Roadway Cutting. Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5. (A). For spreading beyond 100 m	-	cum	81.1	-
2.06	Construction of Embankment with Material Obtained from Borrow Pits. 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 compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.	-	cum	344.9	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Sub Head - I

1.01

SITE CLEARANCE

1.02

Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRT&H Technical Specification Clause 201.

Hectare

22,910.9

₹22,908.61

2Sub Head - II

2.01

EARTH WORK

2.02

Compacting Original ground (i) Compacting orginal ground supporting Subgrade. Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.2 for subgrade construction as per MoRT&H Technical Specification clauses of section 300.

Cum

2.03

(ii)Compacting original ground supporting embankment. Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.2 for embankment construction as per MoRT&H Technical Specification clauses of section 300.

cum

30.4

2.04

(II) Excavation in Soil with Dozer with lead upto 100 m. Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRD Technical Specification Clause 302.3.

cum

81.1

2.05

Construction of Embankment with Material obtained from Roadway Cutting. Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5. (A). For spreading beyond 100 m

cum

81.1

2.06

Construction of Embankment with Material Obtained from Borrow Pits. 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 compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.

cum

344.9