Tripura

AOC

Works

Civil Works - Roads

Renewal of PMGSY road under Teliamura Division during the year 2025-26/ Periodical Repair of Road from DM Para to Malakuthui Para (Missing Link) (Missing Link of L-030), Package No.TR-01-173, Phase (VIII) (L-1.965 km)/ SH- (A) Initial Rehabilitation,

Chief Engineer, PWD (R and B)

Teliamura | Khowai, Tripura

Amount: ₹3.1 CrCloses: 4 Jun 2026Closed

Timeline

Published20 May 2026
Closed4 Jun 2026
Technical Evaluation14 Sept 2026
Financial Evaluation14 Sept 2026
Awarded16 Sept 2026

Bids

Percentage

2 Bids16 Sept 2026

#	Company	Amount	Rank	Status
1	Haran Ch. Das 1₹3.2 CrAccepted-AOC	₹3.2 Cr	1	Accepted-AOC Lowest bidder
2	M/S. Situ Roy & Construction 2₹3.4 Cr+₹19.7 L (6.23%)Rejected-AOC TELIAMURA KWOWAI TRIPURA \| TELIAMURA \| KHOWAI \| TRIPURA	₹3.4 Cr+₹19.7 L (6.23%)	2	Rejected-AOC 2nd lowest bidder

Tender Value

₹3.1 Cr

EMD Value

₹6.1 L

Closing Date

4 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

The Executive Engineer, Teliamura Division

Address

O/O the Executive Engineer, Teliamura Division

Work Description

Renewal of PMGSY road under Teliamura Division during the year 2025-26/ Periodical Repair of Road from DM Para to Malakuthui Para (Missing Link) (Missing Link of L-030), Package No.TR-01-173, Phase (VIII) (L-1.965 km)/ SH- (A) Initial Rehabilitation,

Tender Information

Tender ID

2026_CEPWD_73104_1

Reference Number

111/CE/PWD(RandB)/ACE (PandDU)/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

240 days

Location

Teliamura

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredAll Appendix (.pdf)

RequiredAll Annexures (.pdf)

RequiredIn case of Company, upload documents as prescribed in bid document (.pdf)

RequiredIn case of Partnership Firm, upload documents as prescribed in bid document (.pdf)

RequiredIn case of Sole Proprietorship Firm, upload copy of affidavit in support of Proprietorship (.pdf)

RequiredUndertaking by the bidder (If any) (.pdf)

RequiredAll corrigendum/ addendum/ clarification etc. (If any) (.pdf)

RequiredScan copy of the drawn e-BG (.pdf)

RequiredTripura PWD Form - 7 (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹8,000

EMD Fee Amount

₹6.1 L

Important Dates

Last Activity

16 Sept 2026

Published

20 May 2026

Bid Opening

4 Jun 2026

Download Starts

20 May 2026

Download Ends

4 Jun 2026

Submission Starts

20 May 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 (27 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1(A) Initial Rehabilitation SH: Drainage work and CD
1.01	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) Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm) (A) In Ordinary Soil	-	Metre	4,215.23	-
1.02	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	1	Cum	458.2	₹457.74
1.03	Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. (I) Sand filling	-	Cum	1,379.6	-
1.04	Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). (I) P.C.C grade M 10 (i) Nominal mix 1:3:6	-	Cum	10,638.53	-
1.05	Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement). (II) R.C.C M 25 (i) For height upto 5 m	-	Cum	14,071.49	-
1.06	Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). (I) P.C.C grade M 20 (i) Nominal mix 1:2:4	1	Cum	11,450.96	₹11,439.51
1.07	Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202.	-	Tonne	93,621.93	-
1.08	Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8.	-	Cum	4,831.5	-
1.09	Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7.	-	Metre	392.2	-

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_74395.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.55 MB

Work Item Documents

DNIT.pdf

Tender Documents • 2.92 MB

BOQ_74395.xls

BOQ • 0.41 MB

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Company

Haran Ch. Das

1₹3.2 CrAccepted-AOC

M/S. Situ Roy & Construction

2₹3.4 Cr+₹19.7 L (6.23%)Rejected-AOC

TELIAMURA KWOWAI TRIPURA | TELIAMURA | KHOWAI | TRIPURA

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1(A) Initial Rehabilitation SH: Drainage work and CD
1.01	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) Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm) (A) In Ordinary Soil	-	Metre	4,215.23	-
1.02	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	1	Cum	458.2	₹457.74
1.03	Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. (I) Sand filling	-	Cum	1,379.6	-
1.04	Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). (I) P.C.C grade M 10 (i) Nominal mix 1:3:6	-	Cum	10,638.53	-
1.05	Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement). (II) R.C.C M 25 (i) For height upto 5 m	-	Cum	14,071.49	-
1.06	Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). (I) P.C.C grade M 20 (i) Nominal mix 1:2:4	1	Cum	11,450.96	₹11,439.51
1.07	Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202.	-	Tonne	93,621.93	-
1.08	Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8.	-	Cum	4,831.5	-
1.09	Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7.	-	Metre	392.2	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1(A) Initial Rehabilitation SH: Drainage work and CD

1.01

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) Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm) (A) In Ordinary Soil

Metre

4,215.23

1.02

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

₹457.74

1.03

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. (I) Sand filling

Cum

1,379.6

1.04

Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). (I) P.C.C grade M 10 (i) Nominal mix 1:3:6

Cum

10,638.53

1.05

Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement). (II) R.C.C M 25 (i) For height upto 5 m

Cum

14,071.49

1.06

Cum

11,450.96

₹11,439.51

1.07

Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202.

Tonne

93,621.93

1.08

Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8.

Cum

4,831.5

1.09

Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7.

Metre

392.2