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Civil Works - Roads

MANJALLOOR GP PROJECT NO- 79/27-THEKKUMALA PARACHALIL ROAD

Local Self Government Department

Manjalloor | Ernakulam, Kerala

Amount: ₹1.1 LCloses: 5 Oct 20266d left

Timeline

Published28 Sept 2026
Closes5 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹1.1 L

EMD Value

₹2,700

Closing Date

5 Oct 2026, 2:00 pm6d left

Tender Inviting Organisation

Name

AE Manjalloor

Address

AE Manjalloor

Work Description

PROJECT NO- 79/27-THEKKUMALA PARACHALIL ROAD

Tender Information

Tender ID

2026_LSGD_870575_1

Reference Number

PROJECT NO- 79/27-THEKKUMALA PARACHALIL ROAD MAINTENANCE

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

Manjalloor

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSTANDARD BID DOCUMENT WITH NIT (.pdf)

RequiredBID SECURITY REMITTENCE, BID SUBMISSION FEE REMITTANCE BIDDER VALID REGISTRATION CERTIFICATE (.pdf)

RequiredBID SUBMISSION LETTER AS PER ITEM NO-1 PART VI OF SBD (.pdf)

RequiredINTEGRITY PACT CERTIFICATE AS PER ITEM NO-3 (.pdf)

RequiredPRELIMINARY AGREEMENT AS PER ITEM NO-2 PART-VI OF SBD (.pdf)

RequiredREQUISSITION OF EPAYMENT AS PER ITEM NO6PART VI OF SBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2,700

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

28 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintenance
1.001	OD122821/2026-2027:Sectioning up to 150 mm and forming the surface for OLD roadway leveling cambering etc. complete as per the direction of \|Engineer in charge.	55.4	sqm	-	-
1.002	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)	10.49	cum	-	-
1.003	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	2.97	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 • 0.36 MB

Work Item Documents

79SBD.pdf

Tender Documents • 0.94 MB

BOQ_1482720.xls

BOQ • 0.30 MB

79FEE.pdf

Tender Documents • 0.33 MB

79FOT.pdf

Tender Documents • 0.24 MB

pre.pdf

Tender Documents • 0.25 MB

ipact.pdf

Tender Documents • 0.23 MB

epay.pdf

Tender Documents • 0.23 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintenance
1.001	OD122821/2026-2027:Sectioning up to 150 mm and forming the surface for OLD roadway leveling cambering etc. complete as per the direction of \|Engineer in charge.	55.4	sqm	-	-
1.002	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)	10.49	cum	-	-
1.003	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	2.97	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road maintenance

1.001

OD122821/2026-2027:Sectioning up to 150 mm and forming the surface for OLD roadway leveling cambering etc. complete as per the direction of |Engineer in charge.

55.4

sqm

1.002

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)

10.49

cum

1.003

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

2.97

cum