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GENERAL RM 202627 RC 2 Zone I One year Running contract for various PWD Roads under Roads section Thalayolaparambu in Kottayam district 6 road streches for a length of 22.627 km work General Civil Work 1

Public Works Department

kottayam | Thiruvananthapuram, Kerala

Amount: ₹85.6 LCloses: 22 Sept 2026Closed

Timeline

Published14 Sept 2026
Closed22 Sept 2026
Bid Opening25 Sept 2026

Tender Value

₹85.6 L

EMD Value

₹50,000

Closing Date

22 Sept 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer

Address

Office of the Superintending EngineerTvpm

Work Description

GENERAL RM 202627 RC 2 Zone I One year Running contract for various PWD Roads under Roads section Thalayolaparambu in Kottayam district 6 road streches for a length of 22.627 km work General Civil Work 1

Tender Information

Tender ID

2026_PWD_869555_1

Reference Number

PWD/RB/TR/19728/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Period of Work

365 days

Location

kottayam

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBill of quantities (Schedule) (.xls)

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

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

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

RequiredScanned copy of preliminary agreement. Scanned copy of GST registration certificate (.pdf)

RequiredRequisition for e-payment and Registration certificate details (License). (.pdf)

RequiredScanned copy of Affidavit (self attested). (.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

14 Sept 2026

Published

14 Sept 2026

Bid Opening

25 Sept 2026

Download Starts

14 Sept 2026

Download Ends

22 Sept 2026

Submission Starts

14 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (31 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix- A: Reactive Maintenance (Initial Rectification work)
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	32.84	cum	-	-
1.002	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	2.6	cum	-	-
1.003	OD188693/2025-2026: 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	2.6	cum	-	-
1.004	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.	32.84	cum	-	-
1.005	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.	16.5	cum	-	-
1.006	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.	110	sqm	-	-
1.007	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.	18,258	sqm	-	-
1.008	OD188692/2025-2026:MORD - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) OR 13.2mm to 0.9 mm (Type - B) aggregates using penetration grade bitumen using VG 30 to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheeled roller 8-10 KN static roller and finishing to required level and grade as per Technical specification clause 509 of MORD - Bitumen @22 kg / 10 m2....	18,258	sqm	-	-
1.009	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	11.7	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

BOQ_1473451.xls

BOQ • 0.32 MB

sbd.pdf

Tender Documents • 1.64 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix- A: Reactive Maintenance (Initial Rectification work)
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	32.84	cum	-	-
1.002	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	2.6	cum	-	-
1.003	OD188693/2025-2026: 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	2.6	cum	-	-
1.004	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.	32.84	cum	-	-
1.005	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.	16.5	cum	-	-
1.006	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.	110	sqm	-	-
1.007	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.	18,258	sqm	-	-
1.008	OD188692/2025-2026:MORD - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) OR 13.2mm to 0.9 mm (Type - B) aggregates using penetration grade bitumen using VG 30 to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheeled roller 8-10 KN static roller and finishing to required level and grade as per Technical specification clause 509 of MORD - Bitumen @22 kg / 10 m2....	18,258	sqm	-	-
1.009	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	11.7	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix- A: Reactive Maintenance (Initial Rectification work)

1.001

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

32.84

cum

1.002

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

2.6

cum

1.003

OD188693/2025-2026: 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

2.6

cum

1.004

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.

32.84

cum

1.005

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.

16.5

cum

1.006

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.

110

sqm

1.007

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.

18,258

sqm

1.008

OD188692/2025-2026:MORD - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) OR 13.2mm to 0.9 mm (Type - B) aggregates using penetration grade bitumen using VG 30 to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheeled roller 8-10 KN static roller and finishing to required level and grade as per Technical specification clause 509 of MORD - Bitumen @22 kg / 10 m2....

18,258

sqm

1.009

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

11.7

cum