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Annual Plan-Mannur GP 2026-2027 -Ambadi nagar road concrete (Pro no 186) (Ward no 10) -General Civil Work-.

Local Self Government Department

Mannur GP | Palakkad, Kerala

Amount: ₹1.8 LCloses: 17 Oct 20266d left

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Timeline

Published8 Oct 2026
Closes17 Oct 2026
Bid Opening19 Oct 2026

Tender Value

₹1.8 L

EMD Value

₹4,610

Closing Date

17 Oct 2026, 5:00 pm6d left

Tender Inviting Organisation

Name

MUHSIN MUNAWAR P K

Address

ASSISTANT ENGINEER LSGD SECTION MANNUR GP

Work Description

Annual Plan-Mannur GP 2026-2027 -Ambadi nagar road concrete (Pro no 186) (Ward no 10) -General Civil Work-.

Tender Information

Tender ID

2026_LSGD_876321_10

Reference Number

ET-01/2026-27/AE/LSGD/MNR

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Mannur 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

RequiredTENDER SCHEDULE (BOQ) (.xls)

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 MERGED WITH NIT DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredLICENCE (.pdf)

RequiredGST DOCUMENT (.pdf)

RequiredBID SECURITY AND BID SUBMISSION FEE REMITTANCE DETAILS (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,610

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

19 Oct 2026

Download Starts

8 Oct 2026

Download Ends

17 Oct 2026

Submission Starts

8 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 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road concrete
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	10.23	cum	66.84	₹683.77
1.002	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	10.23	cum	3,337.88	₹34,146.51
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)	15.35	cum	9,563.75	₹1,46,755.74
1.004	OD207217/2026-2027:Name board (MORD):Supplying and providing readymade GI name board with allconveyance,labour andhire charges etc complete using GI hollow tube of size 80x40x1.4mm post,40x20x1.4mm outerframe, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting overa coat ofprimer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete	1	each	2,804.26	₹2,804.26

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.30 MB

Work Item Documents

BOQ_1488730.xls

BOQ • 0.31 MB

viewnit.pdf

Tender Documents • 0.03 MB

viewsbd.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road concrete
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	10.23	cum	66.84	₹683.77
1.002	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	10.23	cum	3,337.88	₹34,146.51
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)	15.35	cum	9,563.75	₹1,46,755.74
1.004	OD207217/2026-2027:Name board (MORD):Supplying and providing readymade GI name board with allconveyance,labour andhire charges etc complete using GI hollow tube of size 80x40x1.4mm post,40x20x1.4mm outerframe, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting overa coat ofprimer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete	1	each	2,804.26	₹2,804.26

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road concrete

1.001

3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

10.23

cum

66.84

₹683.77

1.002

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

10.23

cum

3,337.88

₹34,146.51

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)

15.35

cum

9,563.75

₹1,46,755.74

1.004

OD207217/2026-2027:Name board (MORD):Supplying and providing readymade GI name board with allconveyance,labour andhire charges etc complete using GI hollow tube of size 80x40x1.4mm post,40x20x1.4mm outerframe, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting overa coat ofprimer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete

each

2,804.26

₹2,804.26