Tripura

Financial BO

Works

Civil Works - Roads

Strengthening of road from Paikhola Bazar to Jashmura TriJunction via Madaria under BC Nagar RD Block Length750 Km

Chief Engineer, PWD (R and B)

Baikhora | South Tripura, Tripura

Amount: ₹10.9 CrCloses: 5 Jun 2026Closed

Timeline

Published14 May 2026
Closed5 Jun 2026
Technical Evaluation10 Jul 2026
Financial Evaluation13 Jul 2026
Award—

Bids

Percentage

2 Bids13 Jul 2026

#	Company	Quoted %	Amount	Rank	Status
1	MRIDUL JANAPATI L1₹12.1 CrAdmitted-Finance	+11.11%	₹12.1 Cr	L1	Admitted-Finance
2	KISHORE ROY L2₹12.2 Cr+₹4.4 L (0.36%)Admitted-Finance	+11.51%	₹12.2 Cr+₹4.4 L (0.36%)	L2	Admitted-Finance

Corrigenda

Corrigendum

1 updatesLatest on 27 May 2026

Tender Value

₹10.9 Cr

EMD Value

₹21.9 L

Closing Date

5 Jun 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

Strengthening of road from Paikhola Bazar to Jashmura TriJunction via Madaria under BC Nagar RD Block Length750 Km

Tender Information

Tender ID

2026_CEPWD_72917_1

Reference Number

PNIT05

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Works

Period of Work

450 days

Location

Baikhora

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

13 documents required · 13 mandatory

Fee/PreQual/Technical

RequiredI. Detail/Structure of the Organization in the prescribed format (Appendix-II) (.pdf)

RequiredIII. In case of Partnership Firm Self-attested copy of registered/notarized partnership deed (.pdf)

RequiredIV. In case of Sole Proprietorship Firm - Notarized copy of Affidavit in support of proprietorship (.pdf)

RequiredV. Downloaded DNIT as a proof of acceptance of all terms conditions in the DNIT (.pdf)

RequiredVI. GST registration certificate. (.pdf)

RequiredVII. Affidavit of the bidder(Appendix-III) (.pdf)

RequiredVIII. Summary of Similar works executed by the Bidder and Description of each Similar Works executed (.pdf)

RequiredIX. Average Annual Financial Turnover on construction works for last 3 yrs and Solvency Certificate (.pdf)

RequiredX. Details of value of construction works executed in each year during the last 7 financial year (.pdf)

RequiredXI. Details of existing Commitments of ongoing works during the period of execution of work (.pdf)

RequiredXII. Details of Key Technical Personnel of the Contractor (.pdf)

RequiredXIII. All pages of Corrigendum/ Addendum/Clarification etc. and any other relevant document (.pdf)

Finance

RequiredBill of quantities (.xls)

Fee & Financial Details

Tender Fee Amount

₹15,000

EMD Fee Amount

₹21.9 L

Pre-Bid Meeting

Meeting Place

O o the Executive Engineer NH Division Agartala

Important Dates

Last Activity

13 Jul 2026

Published

14 May 2026

Bid Opening

6 Jun 2026

Download Starts

14 May 2026

Download Ends

5 Jun 2026

Submission Starts

14 May 2026

Clarification Period

14 May 2026 - 25 May 2026

Pre-Bid Meeting

28 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 (63 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sub Head - I
1.01	SITE CLEARANCE	-	-	-	-
1.02	Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs, saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRT&H Technical Specification clause 201. In area of light jungle	-	Hectare	86,289.2	-
2Sub Head - II
2.01	EARTH WORK	-	-	-	-
2.02	(ii) 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	86.7	-
2.03	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.	0.2	cum	42.5	₹8.46
2.04	Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300.	1	cum	58.1	₹58.04
2.05	Construction of Embankment with Material deposited 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 table 300.2 and as per MoRT&H Technical Specification clauses of section 300.	-	cum	142.5	-
2.06	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 5000 m as per MoRT&H Technical Specification clauses of section 300.	1	cum	226.1	₹225.87

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 • 0.05 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.83 MB

Tendernotice_2.pdf

PDF • 3.64 MB

Work Item Documents

DNIT14.pdf

Tender Documents • 3.62 MB

BOQ_74203.xls

BOQ • 0.41 MB

pnit05.pdf

Additional Documents • 1.82 MB

Corrigendum Documents

Corrigendum.pdf

PDF • 0.34 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

MRIDUL JANAPATI

L1₹12.1 CrAdmitted-Finance

KISHORE ROY

L2₹12.2 Cr+₹4.4 L (0.36%)Admitted-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sub Head - I
1.01	SITE CLEARANCE	-	-	-	-
1.02	Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs, saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRT&H Technical Specification clause 201. In area of light jungle	-	Hectare	86,289.2	-
2Sub Head - II
2.01	EARTH WORK	-	-	-	-
2.02	(ii) 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	86.7	-
2.03	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.	0.2	cum	42.5	₹8.46
2.04	Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300.	1	cum	58.1	₹58.04
2.05	Construction of Embankment with Material deposited 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 table 300.2 and as per MoRT&H Technical Specification clauses of section 300.	-	cum	142.5	-
2.06	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 5000 m as per MoRT&H Technical Specification clauses of section 300.	1	cum	226.1	₹225.87

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Sub Head - I

1.01

SITE CLEARANCE

1.02

Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs, saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRT&H Technical Specification clause 201. In area of light jungle

Hectare

86,289.2

2Sub Head - II

2.01

EARTH WORK

2.02

(ii) 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

86.7

2.03

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.

0.2

cum

42.5

₹8.46

2.04

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300.

cum

58.1

₹58.04

2.05

Construction of Embankment with Material deposited 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 table 300.2 and as per MoRT&H Technical Specification clauses of section 300.

cum

142.5

2.06

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 5000 m as per MoRT&H Technical Specification clauses of section 300.

cum

226.1

₹225.87