Tripura

AOC

Works

Civil Works

Strengthening Improvement of riding quality for Old Alignment of NH208A at Gokul Nagar to Damdum via Joyganti under CRIF Scheme Length 210 Km

Chief Engineer, PWD (R and B)

Kumarghat | Unakoti, Tripura

Amount: ₹5.8 CrCloses: 3 Jun 2026Closed

Timeline

Published1 May 2026
Closed3 Jun 2026
Technical Evaluation12 Oct 2026
Financial Evaluation12 Oct 2026
Awarded19 Oct 2026

Bids

Percentage

2 Bids19 Oct 2026

#	Company	Amount	Rank	Status
1	BHANU BHUSAN DEB 1st Lowest₹6.1 CrAccepted-AOC HOSPITAL ROAD KUMARGAHAT UNAKOTI TRIPURA \| KUMARGAHAT \| UNAKOTI \| TRIPURA	₹6.1 Cr	1st Lowest	Accepted-AOC 1st Lowest
2	S N BHATTACHARJEE AND SONS Rejected-Technical CHANDRAPUR DHARMANAGAR NORTH TRIPURA	-	-	Rejected-Technical 2nd Lowest

Tender Value

₹5.8 Cr

EMD Value

₹11.7 L

Closing Date

3 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer, PWD NH Division

Address

Office of the Executive Engineer, PWD NH Division

Work Description

Strengthening Improvement of riding quality for Old Alignment of NH208A at Gokul Nagar to Damdum via Joyganti under CRIF Scheme Length 210 Km

Tender Information

Tender ID

2026_CEPWD_72307_1

Reference Number

PNIT01

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Location

Kumarghat

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

17 documents required · 17 mandatory

Fee/PreQual/Technical/Finance

RequiredI. Tenderers or Contractors Certificate as per Annexure-II (.pdf)

RequiredII. Bidders Declaration as per Annexure-III (.pdf)

RequiredIII. Integrity Pact as per Annexure-V and Annexure-VII (.pdf)

RequiredIV. Tender Form- Tripura PWD Form-7/8 (.pdf)

RequiredV. Scan copy of the drawn bank payment instrument (.pdf)

RequiredVI. DNIT (To be uploaded with digital signature by the authorized signatory of the bidder) (.pdf)

RequiredVII. Registration of the Firm/Agency (.pdf)

RequiredVIII. GST Registration Certificate (.pdf)

RequiredIX. Machinery Details/Valid Commercial RC, insurance, driving license of driver, PUC certificate (.pdf)

RequiredX. Availability of key Technical Personnel (.pdf)

RequiredXI. PAN card (.pdf)

RequiredXII. Professional Tax clearance If this is in force in the state, the bidder belongs to (.pdf)

RequiredXIII. Appendix-II (Detail / structure of the organization in the prescribed format) (.pdf)

RequiredXIV. Appendix-III (Declaration by the bidder in the prescribed format) (.pdf)

RequiredXV. Appendix-IV (Undertaking by the bidder) (.pdf)

RequiredXVI. Any other document bidder wants to submit (.pdf)

RequiredXVII. Bill of Quantity (BOQ) Excel Format (.xls)

Fee & Financial Details

Tender Fee Amount

₹8,000

EMD Fee Amount

₹11.7 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Oct 2026

Published

1 May 2026

Bid Opening

3 Jun 2026

Download Starts

1 May 2026

Download Ends

3 Jun 2026

Submission Starts

1 May 2026

Clarification Period

1 May 2026 - 1 Jun 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 (53 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	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	1	Hectare	40,047.3	₹40,007.25
2	Maintenance of Earthen shoulder (Stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRT&H technical specification Clause 3003.	-	Sqm	19.1	-
3	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	-
4	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	-
5	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	-	cum	81.1	-
6	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	-
7	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. Carriage of Material by Mechanical Transport including loading, unloading and stacking Earth - Upto 5 Km	-	cum	257.5	-
8	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 smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401. (i) For Grading I Material	-	cum	6,398.7	-
9	Water Bound Macadam Sub-Base / Base 2) WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 2' as per MoRD Technical Specification Clause 405. (A) By Manual Means	-	cum	8,318.7	-
10	Water Bound Macadam Sub-Base / Base 3) WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 3' as per MoRD Technical Specification Clause 405. (A) By Manual Means	-	cum	8,452.2	-

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_73585.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 • 2.59 MB

Work Item Documents

Importantdates.pdf

Additional Documents • 0.22 MB

DNIT23DDM.pdf

Tender Documents • 2.65 MB

BOQ_73585.xls

BOQ • 0.29 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

BHANU BHUSAN DEB

1st Lowest₹6.1 CrAccepted-AOC

HOSPITAL ROAD KUMARGAHAT UNAKOTI TRIPURA | KUMARGAHAT | UNAKOTI | TRIPURA

S N BHATTACHARJEE AND SONS

Rejected-Technical

CHANDRAPUR DHARMANAGAR NORTH TRIPURA

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

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

₹40,007.25

Maintenance of Earthen shoulder (Stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRT&H technical specification Clause 3003.

Sqm

19.1

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

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

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

cum

81.1

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

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. Carriage of Material by Mechanical Transport including loading, unloading and stacking Earth - Upto 5 Km

cum

257.5

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 smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401. (i) For Grading I Material

cum

6,398.7

Water Bound Macadam Sub-Base / Base 2) WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 2' as per MoRD Technical Specification Clause 405. (A) By Manual Means

cum

8,318.7

Water Bound Macadam Sub-Base / Base 3) WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 3' as per MoRD Technical Specification Clause 405. (A) By Manual Means

cum

8,452.2