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Annual Plan-Kondotty Municipality 2026-2027-Kodangad Palliyali Kottaparambu Road Reconcrete in ward no.13-P ,no.581/27-General Civil Work

Local Self Government Department

KONDOTTY MUNICIPALITY | Malappuram, Kerala

Amount: ₹5.9 LCloses: 15 Oct 20264d left

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Timeline

Published8 Oct 2026
Closes15 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹5.9 L

EMD Value

₹14,741

Closing Date

15 Oct 2026, 4:00 pm4d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

LID EW KONDOTTY MUNICIPALITY

Work Description

Annual Plan-Kondotty Municipality 2026-2027-Kodangad Palliyali Kottaparambu Road Reconcrete in ward no.13-P ,no.581/27-General Civil Work

Tender Information

Tender ID

2026_LSGD_876689_87

Reference Number

1/26-27/AE/LSGD/KDTY

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

KONDOTTY 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)

RequiredAFFIDAVIT (.pdf)

RequiredFORMOFTENDER (.pdf)

RequiredPRELIMINARYAGREEMENT (.pdf)

RequiredINTEGRITY (.pdf)

RequiredEPAYMENT (.pdf)

RequiredVALIDREGISTRATIONCERTIFICATE (.pdf)

RequiredFEEREMITTENCE (.pdf)

RequiredGST (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,300

EMD Fee Amount

₹14,741

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

8 Oct 2026

Download Ends

15 Oct 2026

Submission Starts

8 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road concrete
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.	128.8	sqm	-	-
1.002	OD239303/2026-2027:OD from 2.8.1-Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	13.75	cum	-	-
1.003	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	90	cum	-	-
1.004	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	30.88	cum	-	-
1.005	OD5941/2026-2027:(Modified from4.1.A.1).Granularsub base well graded material(Table400.1)mix in place metod. Construction GSB by providing well graded material spreading in uniform layers compacting with plate vibrator as per specifications.	6	cum	-	-
1.006	OD5942/2026-2027:OD (modified from75-8-1).Providing cement concrete1:2:4 Laid in required camber and slope in panels 3.00 m C/C as required including compaction furnishing and tapering etc complete. Maximum size of coarse aggegate not exceed 25 mm mixed in cement mortar as per specification.	54.57	cum	-	-
1.007	OD5943/2026-2027: Providing and fixing granite of any colour and shade for name boar of the required size and fixing in cement mortar 1:6 as per specification.	1	each	-	-

Documents

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details.html

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

generalestpdfview.pdf

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viewsbd.pdf

Tender Documents • 1.84 MB

BOQ_1490542.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road concrete
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.	128.8	sqm	-	-
1.002	OD239303/2026-2027:OD from 2.8.1-Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	13.75	cum	-	-
1.003	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	90	cum	-	-
1.004	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	30.88	cum	-	-
1.005	OD5941/2026-2027:(Modified from4.1.A.1).Granularsub base well graded material(Table400.1)mix in place metod. Construction GSB by providing well graded material spreading in uniform layers compacting with plate vibrator as per specifications.	6	cum	-	-
1.006	OD5942/2026-2027:OD (modified from75-8-1).Providing cement concrete1:2:4 Laid in required camber and slope in panels 3.00 m C/C as required including compaction furnishing and tapering etc complete. Maximum size of coarse aggegate not exceed 25 mm mixed in cement mortar as per specification.	54.57	cum	-	-
1.007	OD5943/2026-2027: Providing and fixing granite of any colour and shade for name boar of the required size and fixing in cement mortar 1:6 as per specification.	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road concrete

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.

128.8

sqm

1.002

OD239303/2026-2027:OD from 2.8.1-Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

13.75

cum

1.003

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

cum

1.004

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

30.88

cum

1.005

OD5941/2026-2027:(Modified from4.1.A.1).Granularsub base well graded material(Table400.1)mix in place metod. Construction GSB by providing well graded material spreading in uniform layers compacting with plate vibrator as per specifications.

cum

1.006

OD5942/2026-2027:OD (modified from75-8-1).Providing cement concrete1:2:4 Laid in required camber and slope in panels 3.00 m C/C as required including compaction furnishing and tapering etc complete. Maximum size of coarse aggegate not exceed 25 mm mixed in cement mortar as per specification.

54.57

cum

1.007

OD5943/2026-2027: Providing and fixing granite of any colour and shade for name boar of the required size and fixing in cement mortar 1:6 as per specification.

each