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Civil Works - Roads

56830-2026Annual Plan-Sreevaraham market junctionRoad renovation in vallakkadavu ward-26-27- General Civil Work

Local Self Government Department

Thiruvananthapuram Corporation | Thiruvananthapuram, Kerala

Amount: ₹37.5 LCloses: 1 Oct 20264d left

Timeline

Published25 Sept 2026
Closes1 Oct 2026
Bid Opening3 Oct 2026

Tender Value

₹37.5 L

EMD Value

₹50,000

Closing Date

1 Oct 2026, 6:00 pm4d left

Tender Inviting Organisation

Name

Superintending Engineer

Address

Office of the Superintending Engineer, LID-EW Thiruvananthapuram Corporation

Work Description

56830-2026Annual Plan-Sreevaraham market junctionRoad renovation in vallakkadavu ward-26-27- General Civil Work

Tender Information

Tender ID

2026_LSGD_871943_6

Reference Number

DB/62983/2026-27(82)

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Thiruvananthapuram Corporation

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredSIGNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSIGNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSIGNED COPY OF AFFIDAVIT (.pdf)

RequiredSIGNED COPY OF FORM OF TENDER (.pdf)

RequiredDULY FILLED AND SIGNED COPY OF SBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredSIGNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSIGNED COPY OF GST REGISTRATION CERTIFICATE (.pdf)

RequiredSELF ATTESTED COPY OF THE BIDDERS VALID REGISTRATION CERTIFICATE AND PAN CARD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

25 Sept 2026

Published

25 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

25 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

25 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1tarring
1.001	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>	2,435.3	sqm	-	-
1.002	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	365.3	cum	-	-
1.003	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	2,435.3	sqm	-	-
1.004	5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.	2,435.3	sqm	-	-
1.005	5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)	121.77	cum	-	-

Documents

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details.html

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NIT Documents

Tendernotice_1.pdf

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Tendernotice_2.pdf

PDF • 0.24 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Tendernotice_4.pdf

PDF • 0.25 MB

Tendernotice_5.pdf

PDF • 0.27 MB

Work Item Documents

BOQ_1480565.xls

BOQ • 0.30 MB

viewnit.pdf

Tender Documents • 0.03 MB

viewsbd.pdf

Tender Documents • 1.94 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1tarring
1.001	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>	2,435.3	sqm	-	-
1.002	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	365.3	cum	-	-
1.003	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	2,435.3	sqm	-	-
1.004	5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.	2,435.3	sqm	-	-
1.005	5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)	121.77	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1tarring

1.001

3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>

2,435.3

sqm

1.002

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

365.3

cum

1.003

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

2,435.3

sqm

1.004

5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

2,435.3

sqm

1.005

5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)

121.77

cum