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MAINTENANCE OF MOOLAKKALPADI AALAPPATTUPADI ROAD (WARD-9) IN NIRANAM GRAMA PANCHAYAT

Local Self Government Department

Niranam | Pathanamthitta, Kerala

Amount: ₹3.2 LCloses: 14 Oct 20262d left

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Timeline

Published5 Oct 2026
Closes14 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹3.2 L

EMD Value

₹7,948

Closing Date

14 Oct 2026, 6:00 pm2d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

Office of Assistant Engineer LSGD Section Niranam G P

Work Description

MAINTENANCE OF MOOLAKKALPADI AALAPPATTUPADI ROAD

Tender Information

Tender ID

2026_LSGD_876452_2

Reference Number

01/AE/NRM/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

120 days

Location

Niranam

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredSCANNED COPY OF BID REGISTRATION CERTIFICATE AND GST CERTIFICATE (.pdf)

RequiredPRELIMINARY AGREEMENT AND STANDARD BID DOCUMENT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER AND E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredNOTICE INVITING TENDER (.pdf)

Fee & Financial Details

Tender Fee Amount

₹705

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹7,948

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

5 Oct 2026

Published

5 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

5 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

5 Oct 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concreting
1.001	OD44815/2026-2027:Scarifying the existing bituminous road surface to a depth of 150 mm and and consolidation of the aggregate received from scarifying with road roller of 8 to 10 tonne capacity.	225.6	sqm	18.32	₹4,132.99
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. (ii) Using Gravel mix soil.	1.16	cum	2,484.07	₹2,888.97
1.003	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)	33.84	cum	9,186.73	₹3,10,878.94

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.43 MB

Work Item Documents

BOQ_1488715.xls

BOQ • 0.30 MB

SBD_50.pdf

Tender Documents • 1.84 MB

NIT_50.pdf

Tender Documents • 0.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concreting
1.001	OD44815/2026-2027:Scarifying the existing bituminous road surface to a depth of 150 mm and and consolidation of the aggregate received from scarifying with road roller of 8 to 10 tonne capacity.	225.6	sqm	18.32	₹4,132.99
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. (ii) Using Gravel mix soil.	1.16	cum	2,484.07	₹2,888.97
1.003	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)	33.84	cum	9,186.73	₹3,10,878.94

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Concreting

1.001

OD44815/2026-2027:Scarifying the existing bituminous road surface to a depth of 150 mm and and consolidation of the aggregate received from scarifying with road roller of 8 to 10 tonne capacity.

225.6

sqm

18.32

₹4,132.99

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. (ii) Using Gravel mix soil.

1.16

cum

2,484.07

₹2,888.97

1.003

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)

33.84

cum

9,186.73

₹3,10,878.94