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Pro 502-26-27 VALLOMBIL ROAD PEDIKATTU QUARY ROAD AND BYLAN MAINTENANCE PEDIKATTU ROAD RISING AND TILE PAVING AKG NAGAR LAKSHAM VEEDU DRAIN CONSTRUCTION AND MAINTENANCE-General Civil Work-IN WARD 5 of THRIPUNITHURA MUNICIPALITY

Local Self Government Department

Tripunithura | Ernakulam, Kerala

Amount: ₹17.8 LCloses: 3 Oct 20266d left

Timeline

Published26 Sept 2026
Closes3 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹17.8 L

EMD Value

₹44,478

Closing Date

3 Oct 2026, 6:00 pm6d left

Tender Inviting Organisation

Name

Asst Exe Engineer

Address

Asst Exe Engineer,Tripunithura Municipality

Work Description

Pro 502-26-27 VALLOMBIL ROAD PEDIKATTU QUARY ROAD AND BYLAN MAINTENANCE PEDIKATTU ROAD RISING AND TILE PAVING AKG NAGAR LAKSHAM VEEDU DRAIN CONSTRUCTION AND MAINTENANCE-General Civil Work-IN WARD 5 of THRIPUNITHURA MUNICIPALITY

Tender Information

Tender ID

2026_LSGD_872635_17

Reference Number

PW1-517354/26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Tripunithura

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredFOT (.pdf)

RequiredP A (.pdf)

RequiredE Payment Form (.pdf)

RequiredI Pact (.pdf)

RequiredAffidavit (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹44,478

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

26 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
180 mm Tile paving
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.	520	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	14.28	cum	-	-
1.003	OD197270/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the duirection of Engineer in charge	1,391.7	sqm	-	-
1.004	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)	7.57	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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 6.59 MB

Work Item Documents

FOT.pdf

Tender Documents • 0.02 MB

PA.pdf

Tender Documents • 0.04 MB

BOQ_1481695.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.96 MB

EpaymentForm.pdf

Tender Documents • 0.02 MB

IntegrityPact.pdf

Tender Documents • 0.01 MB

Affidavit.pdf

Tender Documents • 0.01 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
180 mm Tile paving
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.	520	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	14.28	cum	-	-
1.003	OD197270/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the duirection of Engineer in charge	1,391.7	sqm	-	-
1.004	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)	7.57	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

180 mm Tile paving

1.001

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

520

sqm

1.002

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material

14.28

cum

1.003

OD197270/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the duirection of Engineer in charge

1,391.7

sqm

1.004

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)

7.57

cum