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Civil Works - Roads

GENERAL Sabarimala FW 2025 26 Providing MSS to Thiruvalla Mallappally road Ch 0.000 to 5.000 General Civil Work

Public Works Department

Pathanamthitta | Thiruvananthapuram, Kerala

Amount: ₹1.6 CrCloses: 25 Sept 2026Closed

Timeline

Published14 Sept 2026
Closed25 Sept 2026
Bid Opening28 Sept 2026

Tender Value

₹1.6 Cr

EMD Value

₹50,000

Closing Date

25 Sept 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer, PWD Roads South Circle, T

Address

Office of the Superintending Engineer Roads South Circle Thiruvananthapuram

Work Description

GENERAL Sabarimala FW 2025 26 Providing MSS to Thiruvalla Mallappally road Ch 0.000 to 5.000 General Civil Work

Tender Information

Tender ID

2025_PWD_823295_4

Reference Number

PWD/RB/TR/13097/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Pathanamthitta

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTechnical Bid Documents (Duly filled). (.pdf)

RequiredScanned copy of Remittance towards bid Submission fee and Bid Security. (.pdf)

RequiredScanned copy of Forms of Tender (Bid submission Letter) and Integrity Pact Certificate. (.pdf)

RequiredScanned copy of preliminary agreement. (.pdf)

RequiredRequisition for e-payment and Registration certificate details (License).Scanned copy of GST registr (.pdf)

RequiredScanned copy of Affidavit (.pdf)

RequiredBill of quantities (Schedule) (.xls)

Fee & Financial Details

Tender Fee Amount

₹6,508

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Sept 2026

Published

14 Sept 2026

Bid Opening

28 Sept 2026

Download Starts

14 Sept 2026

Download Ends

25 Sept 2026

Submission Starts

14 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appx: A Road Surfacing
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	522.5	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.	78.38	cum	-	-
1.003	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	14.59	cum	-	-
1.004	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	3.11	cum	-	-
1.005	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	14.59	cum	-	-
1.006	55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface.	3.11	cum	-	-
1.007	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.	522.5	sqm	-	-
1.008	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	32,362	sqm	-	-
1.009	OD112871/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness(Measurement in m3 ) composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade with paver finisher etc complete	1,294.48	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.64 MB

BOQ_1473610.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appx: A Road Surfacing
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	522.5	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.	78.38	cum	-	-
1.003	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	14.59	cum	-	-
1.004	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	3.11	cum	-	-
1.005	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	14.59	cum	-	-
1.006	55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface.	3.11	cum	-	-
1.007	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.	522.5	sqm	-	-
1.008	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	32,362	sqm	-	-
1.009	OD112871/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness(Measurement in m3 ) composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade with paver finisher etc complete	1,294.48	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appx: A Road Surfacing

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

522.5

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.

78.38

cum

1.003

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

14.59

cum

1.004

55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

3.11

cum

1.005

55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.

14.59

cum

1.006

55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface.

3.11

cum

1.007

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.

522.5

sqm

1.008

5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

32,362

sqm

1.009

OD112871/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness(Measurement in m3 ) composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade with paver finisher etc complete

1,294.48

cum