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MLA SDF KUTTANAD LAC SDF 2023 24 CONSTRUCTION OF FOOT PATH FROM PANTHAPPATTU TOWARDS EAST PANTHAPPATTU CHIRA PART II IN KAINAKARY GRAMA PANCHAYATH WARD 7 General Civil Work

Public Works Department

Kuttanad | Alappuzha, Kerala

Amount: ₹6.8 LCloses: 26 Sept 2026Due today

Timeline

Published18 Sept 2026
Closes26 Sept 2026
Bid Opening28 Sept 2026

Tender Value

₹6.8 L

EMD Value

₹16,880

Closing Date

26 Sept 2026, 4:00 pmDue today

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

PWD Roads Sub Division Kuttanad

Work Description

MLA SDF KUTTANAD LAC SDF 2023 24 CONSTRUCTION OF FOOT PATH FROM PANTHAPPATTU TOWARDS EAST PANTHAPPATTU CHIRA PART II IN KAINAKARY GRAMA PANCHAYATH WARD 7 General Civil Work

Tender Information

Tender ID

2026_PWD_870836_1

Reference Number

PWD/RB/TR/3817/2026_5_1_1/2

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Kuttanad

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ Schedule (.xls)

RequiredScanned Copy of Preliminary Agreement. (.pdf)

RequiredScanned Copy of e-payment form duly filled (.pdf)

RequiredScanned copy of Integrity pact certificate (.pdf)

RequiredScanned copy of Affidavit (.pdf)

RequiredBid Documents duly filled(SBD) (.pdf)

RequiredScanned copy of PAN card (.pdf)

RequiredScanned copy of Registration Certificate (Attested Copy of License) (.pdf)

RequiredScanned copy of GST (.pdf)

RequiredScanned copy of form of tender (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,490

EMD Fee Amount

₹16,880

Important Dates

Last Activity

18 Sept 2026

Published

18 Sept 2026

Bid Opening

28 Sept 2026

Download Starts

18 Sept 2026

Download Ends

26 Sept 2026

Submission Starts

18 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A : URGENT RECTIFICATION WORK
1.001	OD336526/2025-2026: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.	36	cum	-	-
1.002	4.2.A.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-IV - For lower sub-base - Mix in Place Method	18	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.	9	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)	6.75	cum	-	-
1.005	OD336516/2025-2026:Providing and fixing of DLP board with Non-retro-reflectorised Vinyl sign with 1 years warranty manufactured Vinyl Printed sheeting fixed over aluminum sheeting 2 mm thick/ aluminium composit material sheeting 4 mm thick with area notexceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 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.	0.72	each	-	-
2Appendix B : SIDE PROTECTION
2.001	3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)	25.2	cum	-	-
2.002	OD336520/2025-2026:Dry stone masonry for Retaining wall including all cost conveyance and labour charges etc complete	67.2	cum	-	-
2.003	OD336517/2025-2026:RR masonry in foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand)	5.78	cum	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

Epay.pdf

Tender Documents • 0.06 MB

Formofintegritypact.pdf

Tender Documents • 0.00 MB

SBD.pdf

Tender Documents • 1.82 MB

Pre.pdf

Tender Documents • 0.30 MB

AFFIDAVIT.pdf

Tender Documents • 0.32 MB

BOQ_1475873.xls

BOQ • 0.31 MB

formoftender.pdf

Tender Documents • 0.01 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A : URGENT RECTIFICATION WORK
1.001	OD336526/2025-2026: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.	36	cum	-	-
1.002	4.2.A.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-IV - For lower sub-base - Mix in Place Method	18	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.	9	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)	6.75	cum	-	-
1.005	OD336516/2025-2026:Providing and fixing of DLP board with Non-retro-reflectorised Vinyl sign with 1 years warranty manufactured Vinyl Printed sheeting fixed over aluminum sheeting 2 mm thick/ aluminium composit material sheeting 4 mm thick with area notexceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 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.	0.72	each	-	-
2Appendix B : SIDE PROTECTION
2.001	3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)	25.2	cum	-	-
2.002	OD336520/2025-2026:Dry stone masonry for Retaining wall including all cost conveyance and labour charges etc complete	67.2	cum	-	-
2.003	OD336517/2025-2026:RR masonry in foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand)	5.78	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A : URGENT RECTIFICATION WORK

1.001

OD336526/2025-2026: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

1.002

4.2.A.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-IV - For lower sub-base - 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)

6.75

cum

1.005

OD336516/2025-2026:Providing and fixing of DLP board with Non-retro-reflectorised Vinyl sign with 1 years warranty manufactured Vinyl Printed sheeting fixed over aluminum sheeting 2 mm thick/ aluminium composit material sheeting 4 mm thick with area notexceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 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.

0.72

each

2Appendix B : SIDE PROTECTION

2.001

3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

25.2

cum

2.002

OD336520/2025-2026:Dry stone masonry for Retaining wall including all cost conveyance and labour charges etc complete

67.2

cum

2.003

OD336517/2025-2026:RR masonry in foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand)

5.78

cum