Tripura

AOC

Works

Civil Works - Roads

Improvement of road from i) Nityabazar Puskurini road to Madhyapara Khowaimara road (Length 1.005Km) ii) Improvement of road from Raiyabari to Chalitabari under Udaipur Division, Gomati, Tripura (Length 2.885 Km)

Chief Engineer, PWD (R and B)

Udaipur | Gomati, Tripura

Amount: ₹5.7 CrCloses: 19 Feb 2026Closed

Timeline

Published4 Feb 2026
Closed19 Feb 2026
Awarded2 Jul 2026

Bids

Percentage

1 Bid2 Jul 2026

#	Company	Amount	Rank	Status
1	Sunil Saha L1₹5.9 CrAccepted-AOC JAIL ASHRAM ROAD P O DHALESWAR AGARTALA PIN 799007 WEST TRIPURA \| WEST TRIPURA \| TRIPURA \| 799007	₹5.9 Cr Quoted ₹6.1 Cr	L1	Accepted-AOC Being lowest

Tender Value

₹5.7 Cr

EMD Value

₹11.4 L

Closing Date

19 Feb 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

The Executive Engineer, PWD, Udaipur Division

Address

The Executive Engineer, PWD, Udaipur Division

Work Description

GSB, WMM, PMC, Protection Work, Road Side Drain, etc. (Under RIDF-XXXI of NABARD).

Tender Information

Tender ID

2026_CEPWD_69950_1

Reference Number

DNIT No. 63/CE/PWD(RnB)/ACE (PnDU)/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

540 days

Location

Udaipur

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Refer to DNIT Documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBill of Quantities (BOQ) (.xls)

RequiredValid Labour License (.pdf)

RequiredTender documents (DNIeT) (.pdf)

RequiredAll required Annexure as per DNIeT (.pdf)

RequiredAll required Appendix as per DNIeT (.pdf)

RequiredAll required documents as per DNIeT (.pdf)

RequiredOther docs if any (.pdf)

Fee & Financial Details

Tender Fee Amount

₹8,000

EMD Fee Amount

₹11.4 L

Important Dates

Last Activity

2 Jul 2026

Published

4 Feb 2026

Bid Opening

19 Feb 2026

Download Starts

4 Feb 2026

Download Ends

19 Feb 2026

Submission Starts

4 Feb 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 (102 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Improvement of Road from Nityabazar-Puskurini road to Madhyapara-Khowaimura road (Length-1.005 Km) / SH:- GSB, WMM, PMC, Protection Work, Roadside drain, etc.
1.1	SH: Site clearance	-	-	-	-
1.101	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 MoRD Technical Specification clause 201. (II) By Mechanical Means (A) In area of non-thorny jungle	-	Hectare	40,047.3	-
1.2	SH:Earth work, Erosion Control and Drainage	-	-	-	-
1.201	Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 MoRD Technical Specification Clause 302.3.	1	cum	44.1	₹44.06
1.202	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.	-	cum	81.1	-
1.203	Compacting Original Ground (ii) 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.	1	cum	30.4	₹30.37
1.204	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	-
1.205	Road side Pucca Drains Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) B. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm) I. In Ordinary Soil	-	Metre	3,430.43	-
1.3	SH: Granular Sub-bases, Bases (Non-Bituminous) and Shoulders	-	-	-	-

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

finance_71185.pdf

PDF

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 • 0.68 MB

Work Item Documents

DNIT.pdf

Tender Documents • 2.60 MB

BOQ_71185.xls

BOQ • 0.47 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

Sunil Saha

L1₹5.9 CrAccepted-AOC

JAIL ASHRAM ROAD P O DHALESWAR AGARTALA PIN 799007 WEST TRIPURA | WEST TRIPURA | TRIPURA | 799007

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Improvement of Road from Nityabazar-Puskurini road to Madhyapara-Khowaimura road (Length-1.005 Km) / SH:- GSB, WMM, PMC, Protection Work, Roadside drain, etc.
1.1	SH: Site clearance	-	-	-	-
1.101	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 MoRD Technical Specification clause 201. (II) By Mechanical Means (A) In area of non-thorny jungle	-	Hectare	40,047.3	-
1.2	SH:Earth work, Erosion Control and Drainage	-	-	-	-
1.201	Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 MoRD Technical Specification Clause 302.3.	1	cum	44.1	₹44.06
1.202	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.	-	cum	81.1	-
1.203	Compacting Original Ground (ii) 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.	1	cum	30.4	₹30.37
1.204	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	-
1.205	Road side Pucca Drains Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) B. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm) I. In Ordinary Soil	-	Metre	3,430.43	-
1.3	SH: Granular Sub-bases, Bases (Non-Bituminous) and Shoulders	-	-	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Improvement of Road from Nityabazar-Puskurini road to Madhyapara-Khowaimura road (Length-1.005 Km) / SH:- GSB, WMM, PMC, Protection Work, Roadside drain, etc.

1.1

SH: Site clearance

1.101

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 MoRD Technical Specification clause 201. (II) By Mechanical Means (A) In area of non-thorny jungle

Hectare

40,047.3

1.2

SH:Earth work, Erosion Control and Drainage

1.201

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 MoRD Technical Specification Clause 302.3.

cum

44.1

₹44.06

1.202

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.

cum

81.1

1.203

Compacting Original Ground (ii) 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

₹30.37

1.204

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

1.205

Road side Pucca Drains Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) B. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm) I. In Ordinary Soil

Metre

3,430.43

1.3

SH: Granular Sub-bases, Bases (Non-Bituminous) and Shoulders