Tripura

AOC

Works

Civil Works - Roads

Improvement of road from Narayanbari SB School near the house of Jhon Debbarma to Office Tilla PWD road under Paschim Barjala VC under Jirania RD Block (L 2.075Km)

Chief Engineer, PWD (R and B)

Jirania | West Tripura, Tripura

Amount: ₹5.2 CrCloses: 9 Mar 2026Closed

Timeline

Published23 Feb 2026
Closed9 Mar 2026
Awarded10 Aug 2026

Bids

Percentage

2 Bids10 Aug 2026

#	Company	Amount	Rank	Status
1	UTTAM CHAUDHURY L1₹5.4 CrAccepted-AOC RMS CHOWMUHANI AGARTALA WEST TRIPURA PIN 799001 \| AGARTALA \| WEST TRIPURA \| TRIPURA \| 799001	₹5.4 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	BIPLAB CHOUDHURI L2₹5.4 Cr+₹6.5 L (1.21%)Rejected-Finance COLLAGE SQUARE SARASIMA BELONIA SOUTH DISTRICT TRIPURA \| SOUTH TRIPURA \| TRIPURA \| 799155	₹5.4 Cr+₹6.5 L (1.21%)	L2	Rejected-Finance Rate quoted seems to be high.

Tender Value

₹5.2 Cr

EMD Value

₹10.4 L

Closing Date

9 Mar 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 road from Narayanbari SB School near the house of Jhon Debbarma to Office Tilla PWD road under Paschim Barjala VC under Jirania RD Block (L 2.075Km)

Tender Information

Tender ID

2026_CEPWD_70836_1

Reference Number

94 /CE/PWD(R and B)/ACE (P and DU)/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

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, APPENDIX-V (.pdf)

RequiredLabour licence (.pdf)

RequiredBill of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹8,000

EMD Fee Amount

₹10.4 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

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

Important Dates

Last Activity

10 Aug 2026

Published

23 Feb 2026

Bid Opening

9 Mar 2026

Download Starts

23 Feb 2026

Download Ends

9 Mar 2026

Submission Starts

23 Feb 2026

Pre-Bid Meeting

27 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 (46 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. By Manual Means	-	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.	0.4	Cum	23	₹9.18
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.	0.2	Cum	30.4	₹6.08
2.03	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	0.2	Cum	81.1	₹16.14
3S.H: Protection Work (Retaining Wall & Toe Wall)
3.01	Excavation for Structures (A) Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I. Ordinary Soil (i) upto 3 m depth	-	Cum	458.2	-
3.02	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	245.4	₹245.15

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.23 MB

Work Item Documents

DNIeT.pdf

Tender Documents • 2.45 MB

BOQ_72081.xls

BOQ • 0.34 MB

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Company

UTTAM CHAUDHURY

L1₹5.4 CrAccepted-AOC

RMS CHOWMUHANI AGARTALA WEST TRIPURA PIN 799001 | AGARTALA | WEST TRIPURA | TRIPURA | 799001

BIPLAB CHOUDHURI

L2₹5.4 Cr+₹6.5 L (1.21%)Rejected-Finance

COLLAGE SQUARE SARASIMA BELONIA SOUTH DISTRICT TRIPURA | SOUTH TRIPURA | TRIPURA | 799155

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. By Manual Means	-	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.	0.4	Cum	23	₹9.18
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.	0.2	Cum	30.4	₹6.08
2.03	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	0.2	Cum	81.1	₹16.14
3S.H: Protection Work (Retaining Wall & Toe Wall)
3.01	Excavation for Structures (A) Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I. Ordinary Soil (i) upto 3 m depth	-	Cum	458.2	-
3.02	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	245.4	₹245.15

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. By Manual Means

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.

0.4

Cum

₹9.18

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.

0.2

Cum

30.4

₹6.08

2.03

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

0.2

Cum

81.1

₹16.14

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

3.01

Excavation for Structures (A) Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I. Ordinary Soil (i) upto 3 m depth

Cum

458.2

3.02

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

245.4

₹245.15