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Civil Works - Roads

MAINTENANCE OF PRIYADARSHINI ROAD IN WARD 12

Local Self Government Department

PADIYUR GP | Thrissur, Kerala

Amount: ₹5.1 LCloses: 17 Oct 20266d left

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Timeline

Published8 Oct 2026
Closes17 Oct 2026
Bid Opening22 Oct 2026

Tender Value

₹5.1 L

EMD Value

₹12,754

Closing Date

17 Oct 2026, 6:00 pm6d left

Tender Inviting Organisation

Name

MOHAMMED SALIH V

Address

OFFICE OF ASSISTANT ENGINEER PADIYUR GP

Work Description

PADIYUR GP 2026-27 PRO NO102/27 MAINTENANCE OF PRIYADARSHINI ROAD IN WARD 12

Tender Information

Tender ID

2026_LSGD_877093_1

Reference Number

6/T2/AE/LSGD/PDR/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

PADIYUR GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 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)

RequiredBILL OF QUANTITY (BOQ) (.xls)

RequiredCopy of Registration certificate,GST and PAN (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,125

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,754

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

22 Oct 2026

Download Starts

8 Oct 2026

Download Ends

17 Oct 2026

Submission Starts

8 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD
1.001	2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses	6.36	cum	-	-
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.	47.7	cum	-	-
1.003	OD159430/2026-2027: Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness, minimum strength M40 [conforming to IS 15658:2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the direction of the departmental officers at site, inclusive of all cost and amp; conveyance charges etc. complete	286.2	sqm	-	-
1.004	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	4.94	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.25 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 1.98 MB

Work Item Documents

BOQ_1490184.xls

BOQ • 0.30 MB

102.pdf

Tender Documents • 1.94 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD
1.001	2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses	6.36	cum	-	-
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.	47.7	cum	-	-
1.003	OD159430/2026-2027: Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness, minimum strength M40 [conforming to IS 15658:2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the direction of the departmental officers at site, inclusive of all cost and amp; conveyance charges etc. complete	286.2	sqm	-	-
1.004	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	4.94	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD

1.001

2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses

6.36

cum

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.

47.7

cum

1.003

OD159430/2026-2027: Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness, minimum strength M40 [conforming to IS 15658:2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the direction of the departmental officers at site, inclusive of all cost and amp; conveyance charges etc. complete

286.2

sqm

1.004

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

4.94

cum