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Civil Works - Roads

ENNAPADAM NADUVIL VEEDU ROAD RENOVATION

Local Self Government Department

MARUTHARODE GP | Palakkad, Kerala

Amount: ₹5.9 LCloses: 29 Sept 20262d left

Timeline

Published22 Sept 2026
Closes29 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹5.9 L

EMD Value

₹14,822

Closing Date

29 Sept 2026, 6:00 pm2d left

Tender Inviting Organisation

Name

Assistant engineer

Address

O/o Assistant engineer,Marutharode Grama Panchayath

Work Description

PR No. 198/27 ENNAPADAM NADUVIL VEEDU ROAD RENOVATION IN MARUTHARODE GRAMAPANCHAYATH

Tender Information

Tender ID

2026_LSGD_871298_17

Reference Number

ET2/AE/LSGD/MGP/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

MARUTHARODE GP

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)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.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

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,822

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

22 Sept 2026

Published

22 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

22 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

22 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RESTORATION
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.	58.2	cum	-	-
1.002	OD204105/2026-2027:carriage of departmental cut earth from one site to other site or tostacking yard by means of tipper of 5.50cum capacity including all costof labour, machineries, loading, unloading, and stacking/ spreadingcharges as per the direction of Engineer at site	58.2	cum	-	-
1.003	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	58.2	cum	-	-
1.004	OD204109/2026-2027:Granular sub base /surface course with local materials (Table 400.1) by mix in place method normal. Construction of granular sub-base by providing local meterial spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 Labour	30	cum	-	-
1.005	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	23.25	cum	-	-
2TARRING & RE TARRING
2.001	OD204129/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish , lead up to 50m and lift upto 1.5M in all kinds of soil.	124	sqm	-	-
2.002	OD204130/2026-2027:::Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.	2.96	cum	-	-
2.003	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	155	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.19 MB

Tendernotice_2.pdf

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Tendernotice_3.pdf

PDF • 0.31 MB

Tendernotice_4.pdf

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Tendernotice_5.pdf

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Tendernotice_6.pdf

PDF • 0.03 MB

Work Item Documents

198SBD.pdf

Tender Documents • 2.05 MB

BOQ_1478076.xls

BOQ • 0.31 MB

198NIT.pdf

Tender Documents • 0.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RESTORATION
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.	58.2	cum	-	-
1.002	OD204105/2026-2027:carriage of departmental cut earth from one site to other site or tostacking yard by means of tipper of 5.50cum capacity including all costof labour, machineries, loading, unloading, and stacking/ spreadingcharges as per the direction of Engineer at site	58.2	cum	-	-
1.003	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	58.2	cum	-	-
1.004	OD204109/2026-2027:Granular sub base /surface course with local materials (Table 400.1) by mix in place method normal. Construction of granular sub-base by providing local meterial spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 Labour	30	cum	-	-
1.005	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	23.25	cum	-	-
2TARRING & RE TARRING
2.001	OD204129/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish , lead up to 50m and lift upto 1.5M in all kinds of soil.	124	sqm	-	-
2.002	OD204130/2026-2027:::Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.	2.96	cum	-	-
2.003	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	155	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1RESTORATION

1.001

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.

58.2

cum

1.002

OD204105/2026-2027:carriage of departmental cut earth from one site to other site or tostacking yard by means of tipper of 5.50cum capacity including all costof labour, machineries, loading, unloading, and stacking/ spreadingcharges as per the direction of Engineer at site

58.2

cum

1.003

3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

58.2

cum

1.004

OD204109/2026-2027:Granular sub base /surface course with local materials (Table 400.1) by mix in place method normal. Construction of granular sub-base by providing local meterial spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 Labour

cum

1.005

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

23.25

cum

2TARRING & RE TARRING

2.001

OD204129/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish , lead up to 50m and lift upto 1.5M in all kinds of soil.

124

sqm

2.002

OD204130/2026-2027:::Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.

2.96

cum

2.003

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

155

sqm