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Civil Works - Roads

KUTHIATHODU GP 2026 27 CHANIYIL FOOTPATH MAINTENANCE IN WARD 16 Project no 72

Local Self Government Department

Ward 16 | Alappuzha, Kerala

Amount: ₹99,928Closes: 14 Oct 202612 Oct 2026Due today

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Timeline

Published1 Oct 2026
Closes14 Oct 202612 Oct 2026
Bid Opening15 Oct 202614 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 13 Oct 2026Submission Ends:12 Oct 202614 Oct 2026

Date changes

Download Ends12 Oct 202614 Oct 2026Submission Ends12 Oct 202614 Oct 2026Bid Opening14 Oct 202615 Oct 2026

Tender Value

₹99,928

EMD Value

₹2,498

Closing Date

14 Oct 2026, 6:00 pmDue today

Tender Inviting Organisation

Name

Assistant Engineer

Address

AE LSGD Section Kuthiathodu

Work Description

Foot path maintenance

Tender Information

Tender ID

2026_LSGD_875393_1

Reference Number

01/AE/LIDEW/KTD/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Ward 16

Source Website

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Eligibility / Pre-Qualification

Refer tender documents

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBid submission letter as per item no. 1 Part VI, Bid submission fee remittance (.pdf)

RequiredIntegrity pact certificate as per item no. 3 Part VI (.pdf)

RequiredPreliminary agreement as per item no. 2 Part VI (.pdf)

RequiredRequisition for E payment as per item no. 6 Part VI, Bid security remittence (.pdf)

RequiredBidder valid registration certificate , Affidavit as per item no. 4 Part VI (.pdf)

RequiredBid document with NIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2,498

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Oct 2026

Published

1 Oct 2026

Bid Opening

15 Oct 2026

Download Starts

1 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

1 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintenance
1.001	OD129731/2026-2027:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITHOUT POWER ROLLER)	0.83	cum	-	-
1.002	4.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (iii) For Grading III Material	4.16	cum	-	-
1.003	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)	8.86	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.22 MB

Work Item Documents

BOQ_1486176.xls

BOQ • 0.30 MB

NITCHANIYIL.pdf

Corrigendum Documents

Insufficientbidders.pdf

PDF • 0.18 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintenance
1.001	OD129731/2026-2027:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITHOUT POWER ROLLER)	0.83	cum	-	-
1.002	4.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (iii) For Grading III Material	4.16	cum	-	-
1.003	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)	8.86	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Maintenance

1.001

OD129731/2026-2027:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITHOUT POWER ROLLER)

0.83

cum

1.002

4.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (iii) For Grading III Material

4.16

cum

1.003

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)

8.86

cum