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Annual Plan GURUVAYUR MUNICIPALITY 2026-27 ROAD INTERLOCKING AT VRINDHAVAN NAGAR ROAD IN WARD 25PROJECT NO 302 General Civil Work

Local Self Government Department

GURUVAYUR | Thrissur, Kerala

Amount: ₹2.5 LCloses: 8 Oct 2026

Timeline

Published29 Sept 2026
Closes8 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹2.5 L

EMD Value

₹6,343

Closing Date

8 Oct 2026, 4:00 pm

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

OFFICE OF AEE,GURUVAYUR

Work Description

Annual Plan GURUVAYUR MUNICIPALITY 2026-27 ROAD INTERLOCKING AT VRINDHAVAN NAGAR ROAD IN WARD 25 PROJECT NO 302 General Civil Work

Tender Information

Tender ID

2026_LSGD_874269_20

Reference Number

Etdr 14/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

300 days

Location

GURUVAYUR

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredPreliminary Agreement (.pdf)

RequiredBOQ (.xls)

RequiredForm of Tender (.pdf)

RequiredStandard Bid Document (.pdf)

RequiredForm of Integrity Pact Certificate (.pdf)

RequiredAffidavit (.pdf)

RequiredE payment Form (.pdf)

RequiredCopy of Pan Card (.pdf)

RequiredGST Registration Certificate (.pdf)

RequiredBidder Registration Certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹560

EMD Fee Amount

₹6,343

Important Dates

Last Activity

29 Sept 2026

Published

29 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

29 Sept 2026

Download Ends

8 Oct 2026

Submission Starts

29 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1INTERLOCKING TILE
1.001	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	17.1	cum	-	-
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. (ii) Using Gravel mix soil.	17.1	cum	-	-
1.003	OD66799/2026-2027:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm thickness, minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MORTH 55.23)	158.2	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)	2	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.41 MB

Work Item Documents

BOQ_1484153.xls

BOQ • 0.30 MB

PRELI.pdf

Tender Documents • 0.03 MB

SBD.pdf

Tender Documents • 1.64 MB

FORM.pdf

Tender Documents • 0.02 MB

EPAYMENT.pdf

Tender Documents • 0.23 MB

AFFIDAVIT.pdf

Tender Documents • 0.02 MB

integrity.pdf

Tender Documents • 0.23 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1INTERLOCKING TILE
1.001	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	17.1	cum	-	-
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. (ii) Using Gravel mix soil.	17.1	cum	-	-
1.003	OD66799/2026-2027:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm thickness, minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MORTH 55.23)	158.2	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)	2	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1INTERLOCKING TILE

1.001

3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

17.1

cum

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. (ii) Using Gravel mix soil.

17.1

cum

1.003

OD66799/2026-2027:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm thickness, minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MORTH 55.23)

158.2

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)

cum