Tender ID

Tamil Nadu

AOC

Works

Civil Works - Highways

TN.24/Sl.No.01/CCR I/CRIDP Work 2025-26

Highways

Chennai City Roads Division I | Chennai, Tamil Nadu

Amount: ₹10.9 CrCloses: 30 Sept 2025Closed

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Timeline

Published30 Aug 2025
Closed30 Sept 2025
Technical Evaluation6 Oct 2025
Financial Evaluation6 Oct 2025
Awarded12 Nov 2025

Bids

Percentage

3 Bids12 Nov 2025

#	Company	Amount	Rank	Status
1	Senthurmurugan Constructions 1₹10.8 CrAccepted-AOC OLD NO 44 NEW NO 45 2ND FLOOR SHARAN TOWERS THIRUKALUKUNDRAM ROAD CHENGALPATTU 603 001 \| CHENGALPATTU \| CHENGALPATTU \| TAMIL NADU \| 603001	₹10.8 Cr Quoted ₹11.2 Cr	1	Accepted-AOC AOC
2	SREE VENKATESWARA ROAD CONSTRUCTIONS P LTD 2₹11.4 Cr+₹16.3 L (1.46%)Rejected-Finance	₹11.4 Cr+₹16.3 L (1.46%)	2	Rejected-Finance Quoted value is High
3	raghavaconstruction 3₹11.7 Cr+₹43.6 L (3.88%)Rejected-Finance	₹11.7 Cr+₹43.6 L (3.88%)	3	Rejected-Finance Quoted value is High

Tender Value

₹10.9 Cr

EMD Value

₹5.5 L

Closing Date

30 Sept 2025, 11:00 amClosed

Tender Inviting Organisation

Name

SE (H) C and M Chennai Circle

Address

O/o the SE (H) C and M Chennai Chennai Teynampet Chennai-06

Work Description

Rehabilitation of Thillai Ganga Nagar Subway at km 0_6 of Southern Sector Inner Ring Road

Tender Information

Tender ID

2025_HWAY_583061_1

Reference Number

TN.24/Sl.No.01/CCR I/CRIDP Work 2025-26

Tender Type

Open Tender

Product Category

Civil Works - Highways

Form of Contract

Percentage

Period of Work

240 days

Location

Chennai City Roads Division I

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

24 documents required · 24 mandatory

Fee/PreQual/Technical

RequiredUploading EMD Success Copy (.pdf)

RequiredRegistration and Current year Renewal of contractor (.pdf)

RequiredGST Certificate for last quarter (.pdf)

RequiredAverage Annual Turn 5 years (.pdf)

RequiredWork experience details (.pdf)

RequiredPlant and Machinery details (.pdf)

RequiredFinancial position (cash flow) (.pdf)

RequiredAudited balance sheet for the last five years (.pdf)

RequiredLitigation or arbitration resulting from contracts completed or execution over last five years (.pdf)

RequiredBid capacity Calculation (.pdf)

RequiredTechnical Assistant with experience as specified (.pdf)

RequiredPartnership deed (if applicable) (.pdf)

RequiredExecution by him over the last five years (.pdf)

RequiredAnnual Turn over-5 years (.pdf)

RequiredCompleted Works in 1 year (.pdf)

RequiredMinimum quantities works completed in one year during last five years. (.pdf)

RequiredLetter of application (.pdf)

RequiredApplication form 1 to 10 (.pdf)

RequiredWork Site Inspection Certificate (.pdf)

RequiredBank credit Certificate (.pdf)

RequiredWork experience Certificate (.pdf)

RequiredPre Qualification Volume I (.pdf)

Finance

RequiredBill Of Quantities (BOQ) (.xls)

RequiredPrice Bid Volume II (.pdf)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹5.5 L

Important Dates

Last Activity

7 Jan 2026

Published

30 Aug 2025

Bid Opening

30 Sept 2025

Download Starts

30 Aug 2025

Download Ends

30 Sept 2025

Submission Starts

23 Sept 2025

Clarification Period

3 Sept 2025 - 10 Sept 2025

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 (19 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling of the Riding Surface cement concrete structural waste and all other incidental charges etc., complete as directed by the departmental officers
1.1	Road B	730.02	Cubic Metre	573	₹4,18,301.46
2Dismantling the existing RCC Clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
2.1	Road B	288.6	Cubic Metre	5,072	₹14,63,779.2
3Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/ removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/ Epoxy as per section 2800 of MoRT&H Specifications (Revision-V).
3.1	Road B	5,520	Each	197.24	₹10,88,764.8
4Treating Active leakage from Concrete walls Providing and grouting with single component Polyurethane Foam injection grout at dripping leakage locations, grout mixed at ratio of 10:1 (10 parts of Resin: 1 part accelerator) at the rate of 0.40kg/nozzle which will foam after reaction with water/ moisture, cream time <20 seconds, rise time <30 seconds, foam expansion more than 30 times. It has a mixed viscosity of <350 cP as per ASTM D 2196. Allow the PU foam grout to cure for 5 -10 mins. Providing and grouting with two component Polyurethane based resin injection grout mixed at ratio of 2:1 (2 parts of Base: 1 part Hardener) which will injected through same nozzle at the rate of 0.30kg/nozzel which gives Adhesion strength >2.5 MPa, Adhesion in wet concrete >1.5MPa, Elongation >80%. It has a mixed viscosity of <350 cP as per ASTM D 2196. The finished cost to include surface preparation, fixing of non-return valve injection packers at dripping leakage locations and damp patch locations, seal the nozzles with polyester resin anchor grout Instant leak plug 0.2kg/nozzle. All the application procedure shall be as per the direction of the Engineer In charge.
4.1	Road B	5,520	Each	2,134	₹1,17,79,680
5Sealing of cracks/porous concrete by injection process through nipples/ grouting complete as per technical specificaiton (MORTH 2806)
5.1	Road B	9,591	Kilogram	238.11	₹22,83,713.01

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

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

BOQ Documents

BOQ_696703.xls

BOQ • 0.28 MB

Work Item Documents

179743232.pdf

Tender Documents • 0.11 MB

179743234.html

Tender Documents • 0.07 MB

PQ_Subway.pdf

Tender Documents • 0.58 MB

Pricebid_Subway.pdf

Tender Documents • 0.54 MB

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Company

Senthurmurugan Constructions

1₹10.8 CrAccepted-AOC

OLD NO 44 NEW NO 45 2ND FLOOR SHARAN TOWERS THIRUKALUKUNDRAM ROAD CHENGALPATTU 603 001 | CHENGALPATTU | CHENGALPATTU | TAMIL NADU | 603001

SREE VENKATESWARA ROAD CONSTRUCTIONS P LTD

2₹11.4 Cr+₹16.3 L (1.46%)Rejected-Finance

raghavaconstruction

3₹11.7 Cr+₹43.6 L (3.88%)Rejected-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling of the Riding Surface cement concrete structural waste and all other incidental charges etc., complete as directed by the departmental officers
1.1	Road B	730.02	Cubic Metre	573	₹4,18,301.46
2Dismantling the existing RCC Clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
2.1	Road B	288.6	Cubic Metre	5,072	₹14,63,779.2
3Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/ removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/ Epoxy as per section 2800 of MoRT&H Specifications (Revision-V).
3.1	Road B	5,520	Each	197.24	₹10,88,764.8
4Treating Active leakage from Concrete walls Providing and grouting with single component Polyurethane Foam injection grout at dripping leakage locations, grout mixed at ratio of 10:1 (10 parts of Resin: 1 part accelerator) at the rate of 0.40kg/nozzle which will foam after reaction with water/ moisture, cream time <20 seconds, rise time <30 seconds, foam expansion more than 30 times. It has a mixed viscosity of <350 cP as per ASTM D 2196. Allow the PU foam grout to cure for 5 -10 mins. Providing and grouting with two component Polyurethane based resin injection grout mixed at ratio of 2:1 (2 parts of Base: 1 part Hardener) which will injected through same nozzle at the rate of 0.30kg/nozzel which gives Adhesion strength >2.5 MPa, Adhesion in wet concrete >1.5MPa, Elongation >80%. It has a mixed viscosity of <350 cP as per ASTM D 2196. The finished cost to include surface preparation, fixing of non-return valve injection packers at dripping leakage locations and damp patch locations, seal the nozzles with polyester resin anchor grout Instant leak plug 0.2kg/nozzle. All the application procedure shall be as per the direction of the Engineer In charge.
4.1	Road B	5,520	Each	2,134	₹1,17,79,680
5Sealing of cracks/porous concrete by injection process through nipples/ grouting complete as per technical specificaiton (MORTH 2806)
5.1	Road B	9,591	Kilogram	238.11	₹22,83,713.01

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Dismantling of the Riding Surface cement concrete structural waste and all other incidental charges etc., complete as directed by the departmental officers

1.1

Road B

730.02

Cubic Metre

573

₹4,18,301.46

2Dismantling the existing RCC Clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.

2.1

Road B

288.6

Cubic Metre

5,072

₹14,63,779.2

3Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/ removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/ Epoxy as per section 2800 of MoRT&H Specifications (Revision-V).

3.1

Road B

5,520

Each

197.24

₹10,88,764.8

4Treating Active leakage from Concrete walls Providing and grouting with single component Polyurethane Foam injection grout at dripping leakage locations, grout mixed at ratio of 10:1 (10 parts of Resin: 1 part accelerator) at the rate of 0.40kg/nozzle which will foam after reaction with water/ moisture, cream time <20 seconds, rise time <30 seconds, foam expansion more than 30 times. It has a mixed viscosity of <350 cP as per ASTM D 2196. Allow the PU foam grout to cure for 5 -10 mins. Providing and grouting with two component Polyurethane based resin injection grout mixed at ratio of 2:1 (2 parts of Base: 1 part Hardener) which will injected through same nozzle at the rate of 0.30kg/nozzel which gives Adhesion strength >2.5 MPa, Adhesion in wet concrete >1.5MPa, Elongation >80%. It has a mixed viscosity of <350 cP as per ASTM D 2196. The finished cost to include surface preparation, fixing of non-return valve injection packers at dripping leakage locations and damp patch locations, seal the nozzles with polyester resin anchor grout Instant leak plug 0.2kg/nozzle. All the application procedure shall be as per the direction of the Engineer In charge.

4.1

Road B

5,520

Each

2,134

₹1,17,79,680

5Sealing of cracks/porous concrete by injection process through nipples/ grouting complete as per technical specificaiton (MORTH 2806)

5.1

Road B

9,591

Kilogram

238.11

₹22,83,713.01