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CHIRAKKARA GP 72/27 NALUMUKKU-SHIVAPARVATHI KSHETHRAM ROAD MAINTENANCE WARD16

Local Self Government Department

Chirakkara | Kollam, Kerala

Amount: ₹5.7 LCloses: 19 Oct 20264d left

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Timeline

Published12 Oct 2026
Closes19 Oct 2026
Bid Opening22 Oct 2026

Tender Value

₹5.7 L

EMD Value

₹14,329

Closing Date

19 Oct 2026, 6:00 pm4d left

Tender Inviting Organisation

Name

LEKSHMI G MOHAN

Address

Office of the Assistant Engineer, LIDEW Section, Chirakkara .

Work Description

CHIRAKKARA GP 72/27 NALUMUKKU-SHIVAPARVATHI KSHETHRAM ROAD MAINTENANCE WARD16

Tender Information

Tender ID

2026_LSGD_878259_9

Reference Number

T1/AE/LIDEW/CHKA/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Chirakkara

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 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 (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,265

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,329

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

22 Oct 2026

Download Starts

12 Oct 2026

Download Ends

19 Oct 2026

Submission Starts

12 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road maintenance
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.	304	sqm	-	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	32.64	cum	-	-
1.003	OD137928/2026-2027:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.	326.4	sqm	-	-
1.004	OD249364/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish,lead up to 50m and lift up to 1.5	25	sqm	-	-
1.005	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	12.8	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

FOT.pdf

Tender Documents • 0.25 MB

BOQ_1492675.xls

BOQ • 0.23 MB

viewsbd.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road maintenance
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.	304	sqm	-	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	32.64	cum	-	-
1.003	OD137928/2026-2027:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.	326.4	sqm	-	-
1.004	OD249364/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish,lead up to 50m and lift up to 1.5	25	sqm	-	-
1.005	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	12.8	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1road maintenance

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.

304

sqm

1.002

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

32.64

cum

1.003

OD137928/2026-2027:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

326.4

sqm

1.004

OD249364/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish,lead up to 50m and lift up to 1.5

sqm

1.005

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

12.8

cum