Kerala

Active

Works

Civil Works - Roads

238/27 MAINTENANCE TO LPS PIPE LINE - THALONICHIRA ROAD WARD 1

Local Self Government Department

Varapuzha GP | Ernakulam, Kerala

Amount: ₹1.7 LCloses: 3 Oct 20266d left

Timeline

Published26 Sept 2026
Closes3 Oct 2026
Bid Opening5 Oct 2026

Tender Value

₹1.7 L

EMD Value

₹4,221

Closing Date

3 Oct 2026, 3:00 pm6d left

Tender Inviting Organisation

Name

Indushree I B

Address

Assistant Engineer LID AND EW Section Varapuzha Grama Panchayath

Work Description

238/27 MAINTENANCE TO LPS PIPE LINE - THALONICHIRA ROAD WARD 1

Tender Information

Tender ID

2026_LSGD_873343_1

Reference Number

LSGD/CELSGD/FL/81601/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

Varapuzha GP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer tender document

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

₹4,221

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

5 Oct 2026

Download Starts

26 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

26 Sept 2026

Clarification Period

26 Sept 2026 - 3 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD MAINTENANCE
1.001	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	8.93	cum	-	-
1.002	OD207634/2026-2027:Providing and laying of interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness, etc, all complete as per the direction of Engineer-in-charge (with fine sand)	109.8	sqm	-	-
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)	0.93	cum	-	-

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 2.38 MB

BOQ_1481540.xls

BOQ • 0.30 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD MAINTENANCE
1.001	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	8.93	cum	-	-
1.002	OD207634/2026-2027:Providing and laying of interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness, etc, all complete as per the direction of Engineer-in-charge (with fine sand)	109.8	sqm	-	-
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)	0.93	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD MAINTENANCE

1.001

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

8.93

cum

1.002

OD207634/2026-2027:Providing and laying of interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness, etc, all complete as per the direction of Engineer-in-charge (with fine sand)

109.8

sqm

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)

0.93

cum