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Civil Works - Roads

Annual Plan 2026-27, Valanchery Municipality S0394/27 Kummayakuzhi road concreting in div 20

Local Self Government Department

Valanchery Municipality | Malappuram, Kerala

Amount: ₹2.4 LCloses: 3 Oct 20266d left

Timeline

Published25 Sept 2026
Closes3 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹2.4 L

EMD Value

₹5,883

Closing Date

3 Oct 2026, 5:00 pm6d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

O/o The Assistant Engineer, LID and EW Section, Valanchery Municipality

Work Description

Road work

Tender Information

Tender ID

2026_LSGD_872321_23

Reference Number

02/AE/LID and EW/VLY/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Valanchery Municipality

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredBid documents with NIT (.pdf)

RequiredForm of Tender (.pdf)

RequiredIntegrity pact certificate (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredE-Payment form (.pdf)

RequiredAffidavit (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredGST Document (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5,883

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

25 Sept 2026

Published

25 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

25 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

25 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concreting
1.001	OD195651/2026-2027:Filling with contractor own earth (excluding Rock) in open areas in layers not exceeding 20 cm in depth consolidating layer by ramming and watering lead up to 50 m and lift up to 1.50 m as per direction of Site Engineer in charge	27.38	cum	-	-
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	9.13	cum	-	-
1.003	OD53515/2026-2027: 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)	22.1	cum	-	-
1.004	OD59420/2026-2027:Item Shifted to Sub head 14 as item 14.73 (DAR) Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. For gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Details of cost for 1mx1m framed guard bar grating of 0.218 Quintal [21.8kg]	48.97	kg	-	-

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 • 0.23 MB

Work Item Documents

BOQ_1480041.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.75 MB

Affidavit.pdf

Tender Documents • 0.26 MB

Epayment.pdf

Tender Documents • 0.21 MB

Estimate.pdf

Tender Documents • 0.02 MB

Formoftender.pdf

Tender Documents • 0.28 MB

Ipact.pdf

Tender Documents • 0.21 MB

Preliminary.pdf

Tender Documents • 0.23 MB

viewnit.pdf

Tender Documents • 0.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concreting
1.001	OD195651/2026-2027:Filling with contractor own earth (excluding Rock) in open areas in layers not exceeding 20 cm in depth consolidating layer by ramming and watering lead up to 50 m and lift up to 1.50 m as per direction of Site Engineer in charge	27.38	cum	-	-
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	9.13	cum	-	-
1.003	OD53515/2026-2027: 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)	22.1	cum	-	-
1.004	OD59420/2026-2027:Item Shifted to Sub head 14 as item 14.73 (DAR) Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. For gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Details of cost for 1mx1m framed guard bar grating of 0.218 Quintal [21.8kg]	48.97	kg	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Concreting

1.001

OD195651/2026-2027:Filling with contractor own earth (excluding Rock) in open areas in layers not exceeding 20 cm in depth consolidating layer by ramming and watering lead up to 50 m and lift up to 1.50 m as per direction of Site Engineer in charge

27.38

cum

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

9.13

cum

1.003

OD53515/2026-2027: 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)

22.1

cum

1.004

OD59420/2026-2027:Item Shifted to Sub head 14 as item 14.73 (DAR) Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. For gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Details of cost for 1mx1m framed guard bar grating of 0.218 Quintal [21.8kg]

48.97