Kerala

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Works

Civil Works - Roads

One Year Running Contract Under Roads Section Pathanapuram in Kollam District 3 road stretches for a length of 15.80 Km 26 mile KP Road maloor road 0/00 to 2/750 Macrikkavu Pavumba moonammala cheevoduvett

Public Works Department

Kollam, Kerala

Amount: ₹84.7 LCloses: 9 Sept 2026Closed

Timeline

Published29 Aug 2026
Closed9 Sept 2026
Bid Opening11 Sept 2026

Tender Value

₹84.7 L

EMD Value

₹50,000

Closing Date

9 Sept 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

The Executive Engineer

Address

The Executive Engineer PWD Roads Division kollam

Work Description

4 One Year Running Contract Under Roads Section Pathanapuram in Kollam District 3 road stretches for a length of 15.80 Km 26 mile KP Road maloor road 0/00 to 2/750 Macrikkavu Pavumba moonammala cheevoduvett

Tender Information

Tender ID

2026_PWD_866833_1

Reference Number

27/EE/ET/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

360 days

Location

Kollam

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical/Finance

RequiredBill of Quantities (BOQ) (.xls)

RequiredCopy of contractors registration certificate (.pdf)

RequiredScanned copy of preliminary agreement (.pdf)

RequiredTender Document (Bid Doc and SBD and NIT) (.pdf)

RequiredScanned copy of affidavit (.pdf)

RequiredE payment form (.pdf)

RequiredEMD Exemption if applicable (.pdf)

RequiredDeclaration form of tender (.pdf)

RequiredIntegrity pact Certificate (.pdf)

RequiredPan Card and GST (.pdf)

RequiredSpecial Condition (.pdf)

Requiredperformance certificate from the PWD officers not below the rank of Assistant Executive Engineer (.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

29 Aug 2026

Published

29 Aug 2026

Bid Opening

11 Sept 2026

Download Starts

29 Aug 2026

Download Ends

9 Sept 2026

Submission Starts

29 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (39 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.	-	cum	-	-
1.002	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.	-	cum	-	-
1.003	3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.	-	cum	-	-
1.004	4.1.B.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-VI - For sub-base cum drainage layer - Mix in Place Method	-	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.	-	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.	-	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.	-	sqm	-	-
1.008	OD178367/2025-2026:Providing laying and rolling of MSS/close graded premix surfacing material of 20 mm thickness 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 previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity and finishing to required level and grade - By manual means	-	sqm	-	-
1.009	10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.	-	sqm	-	-

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_1467422.xls

BOQ • 0.33 MB

SpecialconditionsforRCwork.pdf

Additional Documents • 0.28 MB

viewsbd.pdf

Tender Documents • 1.65 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.	-	cum	-	-
1.002	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.	-	cum	-	-
1.003	3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.	-	cum	-	-
1.004	4.1.B.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-VI - For sub-base cum drainage layer - Mix in Place Method	-	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.	-	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.	-	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.	-	sqm	-	-
1.008	OD178367/2025-2026:Providing laying and rolling of MSS/close graded premix surfacing material of 20 mm thickness 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 previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity and finishing to required level and grade - By manual means	-	sqm	-	-
1.009	10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.	-	sqm	-	-

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.

cum

1.002

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.

cum

1.003

3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

cum

1.004

4.1.B.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-VI - For sub-base cum drainage layer - Mix in Place Method

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.

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.

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.

sqm

1.008

OD178367/2025-2026:Providing laying and rolling of MSS/close graded premix surfacing material of 20 mm thickness 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 previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity and finishing to required level and grade - By manual means

sqm

1.009

10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.

sqm