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Civil Works - Roads

Annual Plan-Project No 492-2025-26 Chulliyar Anganwadi Backside road interlock in Muthalamada GP

Local Self Government Department

MUTHALAMADA | Palakkad, Kerala

Amount: ₹1.9 LCloses: 6 Oct 20267d left

Timeline

Published28 Sept 2026
Closes6 Oct 2026
Bid Opening8 Oct 2026

Tender Value

₹1.9 L

EMD Value

₹4,691

Closing Date

6 Oct 2026, 6:00 pm7d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

OFFICE OF ASSISTANT ENGINEER LID AND EW MUTHALAMADA GP

Work Description

Annual Plan-Project No 492-2025-26 Chulliyar Anganwadi Backside road interlock in Muthalamada GP

Tender Information

Tender ID

2026_LSGD_872741_1

Reference Number

02/AE/LID/EW/MLDA/2026/27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

MUTHALAMADA

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 DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,691

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

28 Sept 2026

Download Ends

6 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road
1.001	OD505665/2025-2026:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubble lead upto 50 m lift up to 1.5 m. All kinds of soil.	120	per sqm	-	-
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	12	cum	-	-
1.003	OD505664/2025-2026:(Modified DSR code 16.91.2)Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade with approved color design and pattern cement concrete paver blocks in footpaths,parks,lawn,drive ways or light traffic parking etc of required strength thickness and shape made by table vibratory method using PU mould laid in requiredcolour and pattern over50mm thick compacted bed of 6mm aggreegate compacting and proper embedding layer of interlocking paver blocks into the aggregate bedding layer through vibratory compaction using plate vibrator filling the joints and cutting of paver blocks etc as per required size and pattern ,finishing and sweeping complete as per direction of Engineer in charge10	102.2	sqm	-	-
1.004	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.	3.65	cum	-	-
1.005	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)	2.67	cum	-	-
1.006	OD505674/2025-2026:Supplying and Providing readymade GI Nameboard with all conveyance , labour and hirecharges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm post, 40 x 20 x 1.4 mm outer frame , 0.6 mm thick iron sheet of size 90 x 60 cm with two coat of Enamel painting over a coat of Primer ,lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete	1	each	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1480179.xls

BOQ • 0.30 MB

Prilimagree492.pdf

Tender Documents • 0.10 MB

Requisitionepay492.pdf

Tender Documents • 0.01 MB

Integrity492.pdf

Tender Documents • 0.01 MB

Affidavit492.pdf

Tender Documents • 0.09 MB

FOT492.pdf

Tender Documents • 0.01 MB

viewsbdmerged.pdf

Tender Documents • 1.67 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road
1.001	OD505665/2025-2026:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubble lead upto 50 m lift up to 1.5 m. All kinds of soil.	120	per sqm	-	-
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	12	cum	-	-
1.003	OD505664/2025-2026:(Modified DSR code 16.91.2)Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade with approved color design and pattern cement concrete paver blocks in footpaths,parks,lawn,drive ways or light traffic parking etc of required strength thickness and shape made by table vibratory method using PU mould laid in requiredcolour and pattern over50mm thick compacted bed of 6mm aggreegate compacting and proper embedding layer of interlocking paver blocks into the aggregate bedding layer through vibratory compaction using plate vibrator filling the joints and cutting of paver blocks etc as per required size and pattern ,finishing and sweeping complete as per direction of Engineer in charge10	102.2	sqm	-	-
1.004	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.	3.65	cum	-	-
1.005	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)	2.67	cum	-	-
1.006	OD505674/2025-2026:Supplying and Providing readymade GI Nameboard with all conveyance , labour and hirecharges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm post, 40 x 20 x 1.4 mm outer frame , 0.6 mm thick iron sheet of size 90 x 60 cm with two coat of Enamel painting over a coat of Primer ,lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road

1.001

OD505665/2025-2026:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubble lead upto 50 m lift up to 1.5 m. All kinds of soil.

120

per sqm

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

cum

1.003

OD505664/2025-2026:(Modified DSR code 16.91.2)Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade with approved color design and pattern cement concrete paver blocks in footpaths,parks,lawn,drive ways or light traffic parking etc of required strength thickness and shape made by table vibratory method using PU mould laid in requiredcolour and pattern over50mm thick compacted bed of 6mm aggreegate compacting and proper embedding layer of interlocking paver blocks into the aggregate bedding layer through vibratory compaction using plate vibrator filling the joints and cutting of paver blocks etc as per required size and pattern ,finishing and sweeping complete as per direction of Engineer in charge10

102.2

sqm

1.004

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.

3.65

cum

1.005

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)

2.67

cum

1.006

OD505674/2025-2026:Supplying and Providing readymade GI Nameboard with all conveyance , labour and hirecharges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm post, 40 x 20 x 1.4 mm outer frame , 0.6 mm thick iron sheet of size 90 x 60 cm with two coat of Enamel painting over a coat of Primer ,lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete

each