Tripura

Financial BO

Works

Civil Works - Roads

Construction of road from NH 08 Peratia to Garjee-Tulamura Road near Kalaban Market via Holakhet High School, Joalikhamar GP and Simsima Bazar Length 9.00 km under Gomati District, Tripura

Chief Engineer, PWD (R and B)

Peratia to Kalaban market Garjee Tulamura Road | Gomati, Tripura

Amount: ₹28.8 CrCloses: 21 Jul 2026Closed

Timeline

Published30 Jun 2026
Closed21 Jul 2026
Technical Evaluation25 Aug 2026
Financial Evaluation27 Aug 2026
Award—

Bids

Percentage

2 Bids27 Aug 2026

#	Company	Quoted %	Amount	Rank	Status
1	Debasish Das Construction Private Limited L1₹31.2 CrAdmitted-Finance	+8.20%	₹31.2 Cr	L1	Admitted-Finance
2	SBA Construction PVT Limited L2₹31.4 Cr+₹23.1 L (0.74%)Admitted-Finance 58 C MANTRI BARI ROAD WARD NO 32 AGARTALA AMC AGARTALA WEST TRIPURA	+9.00%	₹31.4 Cr+₹23.1 L (0.74%)	L2	Admitted-Finance

Tender Value

₹28.8 Cr

EMD Value

₹57.7 L

Closing Date

21 Jul 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer NH Division Agartala Tripura W

Address

O o the Executive Engineer NH Division Agartala

Work Description

Construction of road from NH 08 Peratia to Garjee-Tulamura Road near Kalaban Market via Holakhet High School, Joalikhamar GP and Simsima Bazar Length 9.00 km under Gomati District, Tripura

Tender Information

Tender ID

2026_CEPWD_74179_1

Reference Number

13/CE/PWD(NH)/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

540 days

Location

Peratia to Kalaban market Garjee Tulamura Road

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

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

RequiredAppendix I (.pdf)

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

RequiredAppendix IV to X (.pdf)

RequiredDNIT and GST Registration certificate (.pdf)

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

RequiredAny other required documents as per DNIT Clause (.pdf)

Finance

RequiredBOQ (.xls)

RequiredPWD form 7 as per DNIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹20,000

EMD Fee Amount

₹57.7 L

Pre-Bid Meeting

Meeting Place

O o the Executive Engineer NH Division Agartala

Important Dates

Last Activity

27 Aug 2026

Published

30 Jun 2026

Bid Opening

21 Jul 2026

Download Starts

30 Jun 2026

Download Ends

21 Jul 2026

Submission Starts

30 Jun 2026

Clarification Period

30 Jun 2026 - 10 Jul 2026

Pre-Bid Meeting

13 Jul 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.	2.97	Hectare	28,638.7	₹85,056.94
2Sub Head - II
2.01	EARTH WORK	-	-	-	-
2.02	Excavation in Soil with Dozer with lead upto 100 metres. 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 ( average lead of 50 metres ), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRT&H Technical Specification clauses of section 300.	-	Cum	131	-
2.03	Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with all lifts, 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 MoRT&H Technical Specification clauses of section 300.	-	cum	226.1	-
2.04	Compacting Original ground	-	-	-	-
2.05	(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	26.7	-
2.06	(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	42.5	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

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 • 2.56 MB

Work Item Documents

DNIT.pdf

Tender Documents • 2.78 MB

BOQ_75499.xls

BOQ • 0.34 MB

Ready to Participate?

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Company

Debasish Das Construction Private Limited

L1₹31.2 CrAdmitted-Finance

SBA Construction PVT Limited

L2₹31.4 Cr+₹23.1 L (0.74%)Admitted-Finance

58 C MANTRI BARI ROAD WARD NO 32 AGARTALA AMC AGARTALA WEST TRIPURA

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.	2.97	Hectare	28,638.7	₹85,056.94
2Sub Head - II
2.01	EARTH WORK	-	-	-	-
2.02	Excavation in Soil with Dozer with lead upto 100 metres. 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 ( average lead of 50 metres ), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRT&H Technical Specification clauses of section 300.	-	Cum	131	-
2.03	Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with all lifts, 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 MoRT&H Technical Specification clauses of section 300.	-	cum	226.1	-
2.04	Compacting Original ground	-	-	-	-
2.05	(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	26.7	-
2.06	(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	42.5	-

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.

2.97

Hectare

28,638.7

₹85,056.94

2Sub Head - II

2.01

EARTH WORK

2.02

Excavation in Soil with Dozer with lead upto 100 metres. 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 ( average lead of 50 metres ), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRT&H Technical Specification clauses of section 300.

Cum

131

2.03

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with all lifts, 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 MoRT&H Technical Specification clauses of section 300.

cum

226.1

2.04

Compacting Original ground

2.05

(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

26.7

2.06

(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

42.5