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GENERAL MLA ADF 2025 2026 POOTHADI GRAMAPANCHAYATH CLUSTER No. 5 Reform Road Thazhamunda Concrete AKG Mahikkunnu road Concrete Cheeyambam Omassery road concrete Irulam Manalvayal road Tarring General Civil Work

Public Works Department

poothadi | Wayanad, Kerala

Amount: ₹38.1 LCloses: 28 Sept 20262d left

Timeline

Published18 Sept 2026
Closes28 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹38.1 L

EMD Value

₹50,000

Closing Date

28 Sept 2026, 11:00 am2d left

Tender Inviting Organisation

Name

Executive engineer

Address

Executive Engineer PWD Roads Division Kalpetta

Work Description

GENERAL MLA ADF 2025 2026 POOTHADI GRAMAPANCHAYATH CLUSTER No. 5 Reform Road Thazhamunda Concrete AKG Mahikkunnu road Concrete Cheeyambam Omassery road concrete Irulam Manalvayal road Tarring General Civil Work

Tender Information

Tender ID

2026_PWD_870933_1

Reference Number

PWD/RB/TR/3863/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

poothadi

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 applicabl (.pdf)

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

RequiredDuly filled e-payment requisition form , bid submission letter,Integritypact,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

18 Sept 2026

Published

18 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

18 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

18 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (24 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Reform Road Thazhamunda Concrete
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	51	cum	-	-
1.002	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	51	cum	-	-
1.003	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.	51	cum	-	-
1.004	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)	38.25	cum	-	-
1.005	8.4.4:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 80 mm x 60 mm rectangular	1	each	-	-
2AKG Mahikkunnu road Concrete
2.001	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	51	cum	-	-
2.002	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	51	cum	-	-
2.003	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.	51	cum	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

BOQ_1475970.xls

BOQ • 0.31 MB

viewsbd.pdf

Tender Documents • 1.64 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Reform Road Thazhamunda Concrete
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	51	cum	-	-
1.002	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	51	cum	-	-
1.003	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.	51	cum	-	-
1.004	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)	38.25	cum	-	-
1.005	8.4.4:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 80 mm x 60 mm rectangular	1	each	-	-
2AKG Mahikkunnu road Concrete
2.001	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	51	cum	-	-
2.002	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	51	cum	-	-
2.003	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.	51	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Reform Road Thazhamunda Concrete

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

cum

1.002

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

cum

1.003

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.

cum

1.004

12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

38.25

cum

1.005

8.4.4:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 80 mm x 60 mm rectangular

each

2AKG Mahikkunnu road Concrete

2.001

cum

2.002

cum

2.003

cum