Tripura

AOC

Works

Civil Works - Roads

Improvement of brick soled road to all weather road from NH 08 (Ghuramara bridge) to Durganagar road near Santosh Acharjee house to Ratan Nagar and road starting from Purba Noagaon School to Manipuri Para under Old Agartala RD Block (L 2.125 km)..

Chief Engineer, PWD (R and B)

Jirania | West Tripura, Tripura

Amount: ₹3.9 CrCloses: 6 Feb 2026Closed

Timeline

Published22 Jan 2026
Closed6 Feb 2026
Awarded2 Apr 2026

Bids

Percentage

3 Bids2 Apr 2026

#	Company	Amount	Rank	Status
1	M/S J.L.PAUL CONSTRUCTION COMPANY L1₹3.4 CrAccepted-AOC HARI RENU BHAVAN RAMNAGAR ROAD NO 2 AGARTALA WEST TRIPURA \| AGARTALA \| WEST TRIPURA \| TRIPURA \| 799002	₹3.4 Cr	L1	Accepted-AOC Technically responsive and first lowest bidder and the rate quoted by the tenderer seems to be favorable to the department
2	Ripan Saha L2₹3.6 Cr+₹19.2 L (5.63%)Rejected-Finance MELAGHAR MC WARD NO 5 PADMADHEPA P O MELAGHAR SEPAHIJALA TRIPURA PIN 799115 \| SEPAHIJALA \| TRIPURA \| 799115	₹3.6 Cr+₹19.2 L (5.63%)	L2	Rejected-Finance Rate quoted seems to be high.
3	SAMIR LAL SAHA L3₹4.1 Cr+₹67.6 L (19.8%)Rejected-Finance	₹4.1 Cr+₹67.6 L (19.8%)	L3	Rejected-Finance Rate quoted seems to be high.

Tender Value

₹3.9 Cr

EMD Value

₹7.8 L

Closing Date

6 Feb 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

Improvement of brick soled road to all weather road from NH 08 (Ghuramara bridge) to Durganagar road near Santosh Acharjee house to Ratan Nagar and road starting from Purba Noagaon School to Manipuri Para under Old Agartala RD Block (L 2.125 km)..

Tender Information

Tender ID

2026_CEPWD_69570_1

Reference Number

58/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

365 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 (.pdf)

RequiredLabour licence (.pdf)

RequiredBill of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹8,000

EMD Fee Amount

₹7.8 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

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

Important Dates

Last Activity

2 Apr 2026

Published

22 Jan 2026

Bid Opening

6 Feb 2026

Download Starts

22 Jan 2026

Download Ends

6 Feb 2026

Submission Starts

22 Jan 2026

Pre-Bid Meeting

27 Jan 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 (47 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1S.H: Site Clearance
1.01	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 MoRD Technical Specification Clause 201.	-	Hectare	22,910.9	-
2S.H: Earthwork
2.01	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 300.1 and 300.2 for embankment construction as per MoRD Technical Specification Clause 301.4.1.	-	Cum	23	-
2.02	Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification Clause 303.5.2.	-	Cum	30.4	-
2.03	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.	1	Cum	81.1	₹81.02
2.04	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	0.2	Cum	81.1	₹16.14
2.05	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.	1	Cum	311.3	₹310.99
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 MoRD Technical Specification Clause 303.1.	-	Cum	233.8	-
3S.H: Protection Work (Retaining Wall & Toe Wall)

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.PDF

PDF

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 • 0.12 MB

Work Item Documents

DNIeT.pdf

Tender Documents • 2.67 MB

BOQ_70797.xls

BOQ • 0.37 MB

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Company

M/S J.L.PAUL CONSTRUCTION COMPANY

L1₹3.4 CrAccepted-AOC

HARI RENU BHAVAN RAMNAGAR ROAD NO 2 AGARTALA WEST TRIPURA | AGARTALA | WEST TRIPURA | TRIPURA | 799002

Ripan Saha

L2₹3.6 Cr+₹19.2 L (5.63%)Rejected-Finance

MELAGHAR MC WARD NO 5 PADMADHEPA P O MELAGHAR SEPAHIJALA TRIPURA PIN 799115 | SEPAHIJALA | TRIPURA | 799115

SAMIR LAL SAHA

L3₹4.1 Cr+₹67.6 L (19.8%)Rejected-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1S.H: Site Clearance
1.01	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 MoRD Technical Specification Clause 201.	-	Hectare	22,910.9	-
2S.H: Earthwork
2.01	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 300.1 and 300.2 for embankment construction as per MoRD Technical Specification Clause 301.4.1.	-	Cum	23	-
2.02	Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification Clause 303.5.2.	-	Cum	30.4	-
2.03	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.	1	Cum	81.1	₹81.02
2.04	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	0.2	Cum	81.1	₹16.14
2.05	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.	1	Cum	311.3	₹310.99
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 MoRD Technical Specification Clause 303.1.	-	Cum	233.8	-
3S.H: Protection Work (Retaining Wall & Toe Wall)

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1S.H: Site Clearance

1.01

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 MoRD Technical Specification Clause 201.

Hectare

22,910.9

2S.H: Earthwork

2.01

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 300.1 and 300.2 for embankment construction as per MoRD Technical Specification Clause 301.4.1.

Cum

2.02

Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification Clause 303.5.2.

Cum

30.4

2.03

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

₹81.02

2.04

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

0.2

Cum

81.1

₹16.14

2.05

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

311.3

₹310.99

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 MoRD Technical Specification Clause 303.1.

Cum

233.8

3S.H: Protection Work (Retaining Wall & Toe Wall)