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Kittappadi Thrippat Road Maintenance of Punnayurkulam GP under Annual Plan 2026-27-136/27-General Civil Work

Local Self Government Department

Punnayurkulam Grama Panchayat | Thrissur, Kerala

Amount: ₹6.8 LCloses: 9 Oct 2026

Timeline

Published29 Sept 2026
Closes9 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹6.8 L

EMD Value

₹16,924

Closing Date

9 Oct 2026, 5:00 pm

Tender Inviting Organisation

Name

Nancy Jose V

Address

Office of the Assistant Engineer, LID EW Section, Punnayurkulam Grama Panchayat

Work Description

Kittappadi Thrippat Road Maintenance of Punnayurkulam GP under Annual Plan 2026-27-136/27-General Civil Work

Tender Information

Tender ID

2026_LSGD_873323_33

Reference Number

01/2026-27/AE/LSGD/PKLM

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Punnayurkulam Grama Panchayat

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,495

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,924

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Sept 2026

Published

29 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

29 Sept 2026

Download Ends

9 Oct 2026

Submission Starts

29 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD INTERLOCKING
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.	240	sqm	-	-
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.	24	cum	-	-
1.003	OD69949/2026-2027:Supplying and laying interlocking cement Concrete paver block tiles 80 mm or nearest size thickness,minimum strength M 40 (conforming to IS 15658:2006,for medium traffic Low Volume roads)including providing a layer of 6 mm aggregate for 5 cm thickness,then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site,inclusive of all cost and conveyance charges etc.complete(MoRTH 55.23modified)	212.4	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)	4.14	cum	-	-
1.005	OD69948/2026-2027:Supplying and fixing Name Board as directed by Dept Officers	1	each	-	-
2DRAIN CONSTRUCTION
2.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	36.8	cum	-	-
2.002	OD70286/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	4.6	cum	-	-
2.003	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	16.3	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 • 3.06 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

BOQ_1484054.xls

BOQ • 0.30 MB

PA.pdf

Tender Documents • 0.19 MB

sbd136.pdf

Tender Documents • 1.72 MB

AFFIDAVIT.pdf

Tender Documents • 0.23 MB

FOT180.pdf

Tender Documents • 0.17 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD INTERLOCKING
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.	240	sqm	-	-
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.	24	cum	-	-
1.003	OD69949/2026-2027:Supplying and laying interlocking cement Concrete paver block tiles 80 mm or nearest size thickness,minimum strength M 40 (conforming to IS 15658:2006,for medium traffic Low Volume roads)including providing a layer of 6 mm aggregate for 5 cm thickness,then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site,inclusive of all cost and conveyance charges etc.complete(MoRTH 55.23modified)	212.4	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)	4.14	cum	-	-
1.005	OD69948/2026-2027:Supplying and fixing Name Board as directed by Dept Officers	1	each	-	-
2DRAIN CONSTRUCTION
2.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	36.8	cum	-	-
2.002	OD70286/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	4.6	cum	-	-
2.003	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	16.3	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD INTERLOCKING

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.

240

sqm

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.

cum

1.003

OD69949/2026-2027:Supplying and laying interlocking cement Concrete paver block tiles 80 mm or nearest size thickness,minimum strength M 40 (conforming to IS 15658:2006,for medium traffic Low Volume roads)including providing a layer of 6 mm aggregate for 5 cm thickness,then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site,inclusive of all cost and conveyance charges etc.complete(MoRTH 55.23modified)

212.4

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)

4.14

cum

1.005

OD69948/2026-2027:Supplying and fixing Name Board as directed by Dept Officers

each

2DRAIN CONSTRUCTION

2.001

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

36.8

cum

2.002

OD70286/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

4.6

cum

2.003

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

16.3

cum