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Annual Plan-2026-27 Wandoor GP Pr No-396/27-Aripumad SC Road Resoration ward 24-General Civil Work

Local Self Government Department

Wandoor GP | Kerala

Amount: ₹1.4 LCloses: 8 Oct 2026

Timeline

Published29 Sept 2026
Closes8 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹1.4 L

EMD Value

₹3,388

Closing Date

8 Oct 2026, 10:00 am

Tender Inviting Organisation

Name

The Assistant Engineer, LIDEW Section , wandoor G

Address

The Assistant Engineer, LIDEW Section , wandoor GP

Work Description

Annual Plan-2026-27 Wandoor GP Pr No-396/27-Aripumad SC Road Resoration ward 24-General Civil Work

Tender Information

Tender ID

2026_LSGD_874042_5

Reference Number

RETN/03/AE/LSGD/WDR/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

345 days

Location

Wandoor GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredCONTRACTOR LICENCE (.pdf)

RequiredCONTRACTOR GST REGISTRATION (.pdf)

RequiredBID SUBMISSION DETAILS (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,388

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Sept 2026

Published

29 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

29 Sept 2026

Download Ends

8 Oct 2026

Submission Starts

29 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Interlocking pavement at waterlogging reach
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	109.76	sqm	-	-
1.002	OD64361/2026-2027:(Od from Mord 4.1.A.1) Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	7.32	cum	-	-
1.003	OD72268/2026-2027:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Refer to Mord specification 1500	105.6	1 sqm	-	-
1.004	OD80753/2026-2027:(OD from Mord 75.8.1) Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	0.83	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

396.pdf

Tender Documents • 1.79 MB

BOQ_1483869.xls

BOQ • 0.30 MB

Integrity Pact.pdf

Tender Documents • 0.01 MB

Form Of Tender.pdf

Tender Documents • 0.01 MB

Affidavit.pdf

Tender Documents • 0.01 MB

PRELIMINARY AGREEMENT.pdf

Tender Documents • 0.02 MB

Epayment.pdf

Tender Documents • 0.00 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Interlocking pavement at waterlogging reach
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	109.76	sqm	-	-
1.002	OD64361/2026-2027:(Od from Mord 4.1.A.1) Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	7.32	cum	-	-
1.003	OD72268/2026-2027:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Refer to Mord specification 1500	105.6	1 sqm	-	-
1.004	OD80753/2026-2027:(OD from Mord 75.8.1) Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	0.83	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Interlocking pavement at waterlogging reach

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

109.76

sqm

1.002

OD64361/2026-2027:(Od from Mord 4.1.A.1) Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material

7.32

cum

1.003

OD72268/2026-2027:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Refer to Mord specification 1500

105.6

1 sqm

1.004

OD80753/2026-2027:(OD from Mord 75.8.1) Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

0.83

cum