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Civil Works - Roads

PJNO 244 TVP 2026 27 ARUPARA PALLIKKARYAM ROAD MAINTENANCE WARD 9

Local Self Government Department

Thiruvarppu G P | Kottayam, Kerala

Amount: ₹7.5 LCloses: 7 Oct 20263d left

Timeline

Published28 Sept 2026
Closes7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹7.5 L

EMD Value

₹18,830

Closing Date

7 Oct 2026, 5:00 pm3d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer

Work Description

PJNO 244 TVP 2026 27 ARUPARA PALLIKKARYAM ROAD MAINTENANCE WARD 9

Tender Information

Tender ID

2026_LSGD_872822_16

Reference Number

ET-01/2026-27/AELSGD/TVP

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Thiruvarppu G P

Source Website

Subscribe to view

Eligibility / Pre-Qualification

REFER TENDER DOCUMENTS

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredNIT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredPRELIMINARYAGREEMENT (.pdf)

RequiredEPAYMENTFORM (.pdf)

RequiredINTEGRITYPACT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,665

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹18,830

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

28 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	514.5	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.	51.45	cum	-	-
1.003	OD188817/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block (MoRD Specn) of M30 grade made by block making machine with strong vibratory compaction, of approved size design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of 6mm metal all complete as per the direction of Engineer - in- charge { for medium traffic areas }	514.5	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)	3.53	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.22 MB

Work Item Documents

BOQ_1482085.xls

BOQ • 0.30 MB

ARUPUZHASBD.pdf

Tender Documents • 1.68 MB

ARUPUZHANIT.pdf

Tender Documents • 0.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	514.5	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.	51.45	cum	-	-
1.003	OD188817/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block (MoRD Specn) of M30 grade made by block making machine with strong vibratory compaction, of approved size design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of 6mm metal all complete as per the direction of Engineer - in- charge { for medium traffic areas }	514.5	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)	3.53	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1road

1.001

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.

514.5

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.

51.45

cum

1.003

OD188817/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block (MoRD Specn) of M30 grade made by block making machine with strong vibratory compaction, of approved size design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of 6mm metal all complete as per the direction of Engineer - in- charge { for medium traffic areas }

514.5

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)

3.53

cum