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Civil Works - Roads

GENERAL MLA ADF 2025 26 Cluster III Sulthan bathery constituency one time maintanance cluster 3 Menonmukk-Kottoor road taring, Kottambam-Karachal road concrete , Vaduvanchal-Malamkolly road taring, Cheruvayal Pangaleri road taring, Anapp

Public Works Department

PWD Roads division Wayanad | Wayanad, Kerala

Amount: ₹55.1 LCloses: 17 Sept 2026Closed

Timeline

Published3 Sept 2026
Closed17 Sept 2026
Financial Evaluation—
Award—

Tender Value

₹55.1 L

EMD Value

₹50,000

Closing Date

17 Sept 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer ,PWD Roads division Wayanad

Work Description

GENERAL MLA ADF 2025 26 Cluster III Sulthan bathery constituency one time maintanance cluster 3 Menonmukk-Kottoor road taring, Kottambam-Karachal road concrete , Vaduvanchal-Malamkolly road taring, Cheruvayal Pangaleri road taring, Anapp

Tender Information

Tender ID

2026_PWD_867554_1

Reference Number

PWD/RB/TR/4387/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

PWD Roads division Wayanad

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredDuly filled and signed copy of preliminary agreement as per the bid document (.pdf)

Requiredbidders valid registration certificate as per clause 1.3.1 (.pdf)

RequiredScanned copy of PAN card and Details of GST Registration, EMD/Fees exemption certificates applicable (.pdf)

RequiredComplete set of bid document with NIT and sections from 1 to VII (.pdf)

RequiredDuly filled e-payment requisition form , bid submission letter,Integrity pact,Affidavit etc. (.pdf)

RequiredBOQ (Tender Schedule) (.xls)

RequiredTENDER FEE/EMD PAYMENT DETAILS, EMD/FEE exemption certificates applicable if any. (.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

19 Sept 2026

Published

3 Sept 2026

Bid Opening

19 Sept 2026

Download Starts

3 Sept 2026

Download Ends

17 Sept 2026

Submission Starts

3 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (63 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix-A : Menonmukku - Kottoor Road Taring
1.001	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	65.2	cum	-	-
1.002	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	5.08	cum	-	-
1.003	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	5.71	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.	5.08	cum	-	-
1.005	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.	5.71	cum	-	-
1.006	3.14:Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.	285	sqm	-	-
1.007	4.1.B.1: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-V - For sub-base cum drainage layer - Mix in Place Method	50.35	cum	-	-
1.008	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.	37.05	cum	-	-
1.009	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.	247	sqm	-	-

Stage Documents

Stage Summary Snapshot

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Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

viewsbd.pdf

Tender Documents • 1.66 MB

viewnit.pdf

Additional Documents • 0.14 MB

BOQ_1469099.xls

BOQ • 0.34 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix-A : Menonmukku - Kottoor Road Taring
1.001	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	65.2	cum	-	-
1.002	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	5.08	cum	-	-
1.003	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	5.71	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.	5.08	cum	-	-
1.005	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.	5.71	cum	-	-
1.006	3.14:Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.	285	sqm	-	-
1.007	4.1.B.1: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-V - For sub-base cum drainage layer - Mix in Place Method	50.35	cum	-	-
1.008	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.	37.05	cum	-	-
1.009	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.	247	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix-A : Menonmukku - Kottoor Road Taring

1.001

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

65.2

cum

1.002

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

5.08

cum

1.003

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

5.71

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.

5.08

cum

1.005

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.

5.71

cum

1.006

3.14:Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.

285

sqm

1.007

4.1.B.1: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-V - For sub-base cum drainage layer - Mix in Place Method

50.35

cum

1.008

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.

37.05

cum

1.009

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.

247

sqm