Tripura

Financial BO

Works

Civil Works - Roads

Construction of Bypass Road from Gate No-1 (Jirania/Main Gate) to Gate -2 (Shankar Bazar Gate) (L 0.80 Km) at NIT Agartala (2nd Call).

Chief Engineer, PWD (R and B)

Jirania | West Tripura, Tripura

Amount: ₹4.3 CrCloses: 6 Aug 2026Closed

Timeline

Published24 Jul 2026
Closed6 Aug 2026
Financial Evaluation—
Award—

Bids

Percentage

2 Bids6 Aug 2026

#	Company	Quoted %	Amount	Rank	Status
1	M/S MinaMati Enterprise L1₹4.5 CrAdmitted-Fee/PreQual/Technical/Finance	+4.99%	₹4.5 Cr	L1	Admitted-Fee/PreQual/Technical/Finance
2	Josoda lal Roy L2₹4.6 Cr+₹12.8 L (2.87%)Admitted-Fee/PreQual/Technical/Finance MILAN CHAKRA A D NAGAR AGARTALA TRIPURA WEST \| WEST TRIPURA \| TRIPURA \| 799002	+8.00%	₹4.6 Cr+₹12.8 L (2.87%)	L2	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹4.3 Cr

EMD Value

₹8.5 L

Closing Date

6 Aug 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer, PWD(R and B) Jirania Division

Address

O/o The EE, PWD (R and B), Jirania

Work Description

Construction of Bypass Road from Gate No-1 (Jirania/Main Gate) to Gate -2 (Shankar Bazar Gate) (L 0.80 Km) at NIT Agartala (2nd Call).

Tender Information

Tender ID

2026_CEPWD_74955_1

Reference Number

80/CE/PWD(R and B)/ACE (P and DU)/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

240 days

Location

Jirania

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per DNIeT

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical/Finance

RequiredAPPENDIX-I, APPENDIX-II, APPENDIX-III, APPENDIX-IV, APPENDIX-V (.pdf)

RequiredLabour Licence (.pdf)

RequiredBill of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹8,000

EMD Fee Amount

₹8.5 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

O/o The EE, PWD (R and B), Jirania

Important Dates

Last Activity

6 Aug 2026

Published

24 Jul 2026

Bid Opening

6 Aug 2026

Download Starts

24 Jul 2026

Download Ends

6 Aug 2026

Submission Starts

24 Jul 2026

Pre-Bid Meeting

27 Jul 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 (42 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1S.H: Site Clearance
1.01	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. By Manual Means In area of light jungle	-	Hectare	86,289.2	-
2S.H: Earthwork
2.01	Compacting Original Ground (i)Compacting original 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	-
2.02	Compacting Original Ground (i) 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	-
2.03	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.	0.2	Cum	58.1	₹11.62
2.04	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.	1	Cum	142.5	₹142.36
2.05	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.	1	Cum	226.1	₹225.87
2.06	Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300.	-	Cum	225.9	-
3S.H: Drainage Work

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.22 MB

Work Item Documents

DNIeT.pdf

Tender Documents • 2.52 MB

BOQ_76307.xls

BOQ • 0.34 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

M/S MinaMati Enterprise

L1₹4.5 CrAdmitted-Fee/PreQual/Technical/Finance

Josoda lal Roy

L2₹4.6 Cr+₹12.8 L (2.87%)Admitted-Fee/PreQual/Technical/Finance

MILAN CHAKRA A D NAGAR AGARTALA TRIPURA WEST | WEST TRIPURA | TRIPURA | 799002

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1S.H: Site Clearance
1.01	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. By Manual Means In area of light jungle	-	Hectare	86,289.2	-
2S.H: Earthwork
2.01	Compacting Original Ground (i)Compacting original 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	-
2.02	Compacting Original Ground (i) 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	-
2.03	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.	0.2	Cum	58.1	₹11.62
2.04	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.	1	Cum	142.5	₹142.36
2.05	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.	1	Cum	226.1	₹225.87
2.06	Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300.	-	Cum	225.9	-
3S.H: Drainage Work

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1S.H: Site Clearance

1.01

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. By Manual Means In area of light jungle

Hectare

86,289.2

2S.H: Earthwork

2.01

Compacting Original Ground (i)Compacting original 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

2.02

Compacting Original Ground (i) 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

2.03

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.

0.2

Cum

58.1

₹11.62

2.04

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

₹142.36

2.05

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

₹225.87

2.06

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300.

Cum

225.9

3S.H: Drainage Work