Tripura

To Be Opened

Works

Civil Works - Roads

Improvement of road from Jumerdepa Bagapassa road (Ghosh para) to Jumerdepa Bagapassa road Shilpara and Nalchar Bagma road to Rajibnagar via Ramkali Chowdhury para within Nalchar RD Block (2nd Call)

Chief Engineer, PWD (R and B)

Sonamura | Sepahijala, Tripura

Amount: ₹7.1 CrCloses: 16 Sept 2026Closed

Timeline

Published2 Sept 2026
Closed16 Sept 2026
Bid Opening16 Sept 2026

Tender Value

₹7.1 Cr

EMD Value

₹14.3 L

Closing Date

16 Sept 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer Sonamura Division PWD(RandB)

Address

O/o the Executive Engineer Sonamura Division PWD(RandB) Sonamura Sepahijala Tripura

Work Description

Improvement of road from Jumerdepa Bagapassa road (Ghosh para) to Jumerdepa Bagapassa road Shilpara and Nalchar Bagma road to Rajibnagar via Ramkali Chowdhury para within Nalchar RD Block (2nd Call)

Tender Information

Tender ID

2026_CEPWD_76644_1

Reference Number

112/CE/PWD(RandB)/ACE (PandDU)/2025-26 (2nd Call)

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

240 days

Location

Sonamura

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredAppendix I Tenderers Contractor Certificate (.pdf)

RequiredAppendix II Detail Structure of the Organization (.pdf)

RequiredAppendix III Declaration of the Bidder (.pdf)

RequiredAppendix IV Undertaking by the Bidder (for Composite Bid only) (.pdf)

RequiredAppendix V DetailsofKeyTechnicalPersonneloftheContractorentrustedfortheproposedtenderedwork duringex (.pdf)

RequiredGeneral Condition of Contract Tripura PWD -7 (.pdf)

RequiredAnnexure I (Format of the letter tobe issued by theExecutiveEngineer(EE) regarding the IntegrityPact (.pdf)

RequiredAnnexure II (Format of the letter for acknowledging by the Bidder regarding the Integrity Pact) (.pdf)

RequiredAnnexure- III (Format of Integrity Pact) (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹10,000

EMD Fee Amount

₹14.3 L

Important Dates

Last Activity

2 Sept 2026

Published

2 Sept 2026

Bid Opening

16 Sept 2026

Download Starts

2 Sept 2026

Download Ends

16 Sept 2026

Submission Starts

2 Sept 2026

Clarification Period

2 Sept 2026 - 15 Sept 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
1SH: 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. By Manual Means	-	Hectare	22,910.9	-
1.02	Removing all types of Hume pipes. Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per MoRD Technical Specification Clause 202 . B.Above 600 mm to 900 mm dia Hume pipe	-	Meter	402	-
1.03	Dismantling Brick/Tile Work as per MoRD Technical Specification No. 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per MoRD Technical Specification Clause 202. B) Cement mortar	-	Cum	424.3	-
2SH: Earthwork
2.01	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.	0.4	Cum	30.4	₹12.16
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 300.1 and 300.2 for embankment construction as per MoRD Technical Specification Clause 301.4.1.	1	Cum	23	₹22.98
2.03	(iii) 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.	0.2	Cum	44.1	₹8.82
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	1	Cum	81.1	₹81.02
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 5,000 m as per MoRD Technical Specification Clause 301.5.	0.6	Cum	272.28	₹163.1

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.82 MB

Work Item Documents

Addl112CE.pdf

Additional Documents • 0.50 MB

DNIeT-112CEJumerdepaSonamura.pdf

Tender Documents • 2.85 MB

BOQ_78021.xls

BOQ • 0.41 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SH: 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. By Manual Means	-	Hectare	22,910.9	-
1.02	Removing all types of Hume pipes. Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per MoRD Technical Specification Clause 202 . B.Above 600 mm to 900 mm dia Hume pipe	-	Meter	402	-
1.03	Dismantling Brick/Tile Work as per MoRD Technical Specification No. 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per MoRD Technical Specification Clause 202. B) Cement mortar	-	Cum	424.3	-
2SH: Earthwork
2.01	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.	0.4	Cum	30.4	₹12.16
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 300.1 and 300.2 for embankment construction as per MoRD Technical Specification Clause 301.4.1.	1	Cum	23	₹22.98
2.03	(iii) 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.	0.2	Cum	44.1	₹8.82
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	1	Cum	81.1	₹81.02
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 5,000 m as per MoRD Technical Specification Clause 301.5.	0.6	Cum	272.28	₹163.1

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SH: 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. By Manual Means

Hectare

22,910.9

1.02

Removing all types of Hume pipes. Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per MoRD Technical Specification Clause 202 . B.Above 600 mm to 900 mm dia Hume pipe

Meter

402

1.03

Dismantling Brick/Tile Work as per MoRD Technical Specification No. 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per MoRD Technical Specification Clause 202. B) Cement mortar

Cum

424.3

2SH: Earthwork

2.01

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.

0.4

Cum

30.4

₹12.16

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

Cum

₹22.98

2.03

(iii) 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.

0.2

Cum

44.1

₹8.82

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

Cum

81.1

₹81.02

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 5,000 m as per MoRD Technical Specification Clause 301.5.

0.6

Cum

272.28

₹163.1