Tripura

AOC

Works

Civil Works - Roads

Strengthening and improvement of riding quality of road from Satyaguru Para to Santinagar via Ghilatali, Dao Cherra and Dakshin Durgapur Length 13.95 Km under Khowai , Tripura

Chief Engineer, PWD (R and B)

Satyaguru para to santinagar Khowai Tripura | Khowai, Tripura

Amount: ₹39.0 CrCloses: 20 May 2026Closed

Timeline

Published29 Apr 2026
Closed20 May 2026
Technical Evaluation10 Jul 2026
Financial Evaluation7 Sept 2026
Awarded6 Oct 2026

Bids

Percentage

2 Bids6 Oct 2026

#	Company	Amount	Rank	Status
1	J INFRATECH LIMITED L1₹41.2 CrAccepted-AOC J HOUSE B 103 SOUTH CITY 1 SECT 30 NEAR SIGNATURE TOWN GURUGRAM 122001 \| GURUGRAM \| GURUGRAM \| HARYANA \| 122001	₹41.2 Cr	L1	Accepted-AOC 1st Lowest
2	AJAY PAL SINGH Rejected-Technical	-	-	Rejected-Technical Technically Non Responsive

Tender Value

₹39.0 Cr

EMD Value

₹77.9 L

Closing Date

20 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer NH Division Agartala Tripura W

Address

O o the Executive Engineer NH Division Agartala PWD NH Netaji Complex West Tripura

Work Description

Strengthening and improvement of riding quality of road from Satyaguru Para to Santinagar via Ghilatali, Dao Cherra and Dakshin Durgapur Length 13.95 Km under Khowai , Tripura

Tender Information

Tender ID

2026_CEPWD_72243_1

Reference Number

12/CE/PWD(NH)/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

730 days

Location

Satyaguru para to santinagar Khowai Tripura

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

RequiredAppendix I,II,III,IV,V,VI,VII,VIII,IX,X as per DNIT (.pdf)

RequiredAnnexure II, III Integrity Pact (.pdf)

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

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

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

RequiredDNIT and GST Registration Certificate (.pdf)

RequiredAny other required documents as per DNIT (.pdf)

Finance

RequiredBOQ (.xls)

RequiredTripura PWD form 7 (.pdf)

Fee & Financial Details

Tender Fee Amount

₹20,000

EMD Fee Amount

₹77.9 L

Pre-Bid Meeting

Meeting Place

O o the Executive Engineer NH Division Agartala

Important Dates

Last Activity

9 Sept 2026

Published

29 Apr 2026

Bid Opening

20 May 2026

Download Starts

29 Apr 2026

Download Ends

20 May 2026

Submission Starts

29 Apr 2026

Clarification Period

29 Apr 2026 - 8 May 2026

Pre-Bid Meeting

12 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 (66 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.	-	-	-	-
1.03	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.	-	Hectar	28,638.7	-
1.04	Excavation in soil with Dozer with lead upto 100 meters. Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to the site of embankment upto a distance of 100 m(average lead of 50 meters), including trimming bottom and side slope in accordance with requirement of lines, grades and cross section as per MoRT&H Technical Specification clauses of section 300.	-	cum	131	-
1.05	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	-
1.06	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	-
2	Surface Drains in Ordinary Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensionsas per MoRT&H Technical Specification Clauses of section 300. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m). (A) Mechanical Means	-	m	76.8	-
2.01	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) (C)Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm). (I) In ordinary soil.	-	m	4,973.33	-
3	Granular Sub-Base with Well Graded Material (Table:- 400.1) A. By Mix in place method Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401	-	cum	6,712.14	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

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 • 1.57 MB

Work Item Documents

BOQ_73520.xls

BOQ • 0.33 MB

DNIT.pdf

Tender Documents • 2.83 MB

Ready to Participate?

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Company

J INFRATECH LIMITED

L1₹41.2 CrAccepted-AOC

J HOUSE B 103 SOUTH CITY 1 SECT 30 NEAR SIGNATURE TOWN GURUGRAM 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001

AJAY PAL SINGH

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sub Head - I
1.01	SITE CLEARANCE	-	-	-	-
1.02	Clearing Grass and Removal of Rubbish.	-	-	-	-
1.03	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.	-	Hectar	28,638.7	-
1.04	Excavation in soil with Dozer with lead upto 100 meters. Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to the site of embankment upto a distance of 100 m(average lead of 50 meters), including trimming bottom and side slope in accordance with requirement of lines, grades and cross section as per MoRT&H Technical Specification clauses of section 300.	-	cum	131	-
1.05	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	-
1.06	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	-
2	Surface Drains in Ordinary Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensionsas per MoRT&H Technical Specification Clauses of section 300. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m). (A) Mechanical Means	-	m	76.8	-
2.01	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) (C)Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm). (I) In ordinary soil.	-	m	4,973.33	-
3	Granular Sub-Base with Well Graded Material (Table:- 400.1) A. By Mix in place method Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401	-	cum	6,712.14	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Sub Head - I

1.01

SITE CLEARANCE

1.02

Clearing Grass and Removal of Rubbish.

1.03

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.

Hectar

28,638.7

1.04

Excavation in soil with Dozer with lead upto 100 meters. Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to the site of embankment upto a distance of 100 m(average lead of 50 meters), including trimming bottom and side slope in accordance with requirement of lines, grades and cross section as per MoRT&H Technical Specification clauses of section 300.

cum

131

1.05

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

1.06

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

Surface Drains in Ordinary Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensionsas per MoRT&H Technical Specification Clauses of section 300. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m). (A) Mechanical Means

76.8

2.01

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) (C)Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm). (I) In ordinary soil.

4,973.33

Granular Sub-Base with Well Graded Material (Table:- 400.1) A. By Mix in place method Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401

cum

6,712.14