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PR No. 168/27 VADAKKUMURI SUB ROAD RENOVATION

Local Self Government Department

MARUTHARODE GP | Palakkad, Kerala

Amount: ₹4.2 LCloses: 29 Sept 20262d left

Timeline

Published22 Sept 2026
Closes29 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹4.2 L

EMD Value

₹10,592

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. 168/27 VADAKKUMURI SUB ROAD RENOVATION IN MARUTHARODE GRAMAPANCHAYATH

Tender Information

Tender ID

2026_LSGD_871298_8

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

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,592

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 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concrete
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.	41.85	cum	-	-
1.002	OD175018/2026-2027:Carriage of departmental cut earth from one site to other site or to stacking yard by means of tipper of 5.50cum capacity including all cost of labour, machineries, loading, unloading, and stacking/ spreading charges as per the direction of Engineer at site	41.85	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.	41.85	cum	-	-
1.004	OD183730/2026-2027: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	20.93	cum	-	-
1.005	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	32.48	cum	-	-
1.006	OD186697/2026-2027:Applying curing compound on finished surface of concrete structure at rate specified by manufacturer including transportation,machinery and labour etc complete Rate and adequacy taken from item 6.4 of Mord specification unit=sqm output area=100x3.75 Material	255	sqm	-	-
2Grill Work
2.001	10.25.2:Item Shifted to Sub head 14 as item 14.73 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works	131	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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.19 MB

Tendernotice_2.pdf

PDF • 0.36 MB

Tendernotice_3.pdf

PDF • 0.31 MB

Tendernotice_4.pdf

PDF • 0.19 MB

Tendernotice_5.pdf

PDF • 0.28 MB

Tendernotice_6.pdf

PDF • 0.03 MB

Work Item Documents

BOQ_1476970.xls

BOQ • 0.30 MB

168SBD.pdf

Tender Documents • 1.93 MB

168NIT.pdf

Tender Documents • 0.04 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concrete
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.	41.85	cum	-	-
1.002	OD175018/2026-2027:Carriage of departmental cut earth from one site to other site or to stacking yard by means of tipper of 5.50cum capacity including all cost of labour, machineries, loading, unloading, and stacking/ spreading charges as per the direction of Engineer at site	41.85	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.	41.85	cum	-	-
1.004	OD183730/2026-2027: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	20.93	cum	-	-
1.005	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	32.48	cum	-	-
1.006	OD186697/2026-2027:Applying curing compound on finished surface of concrete structure at rate specified by manufacturer including transportation,machinery and labour etc complete Rate and adequacy taken from item 6.4 of Mord specification unit=sqm output area=100x3.75 Material	255	sqm	-	-
2Grill Work
2.001	10.25.2:Item Shifted to Sub head 14 as item 14.73 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works	131	kg	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Concrete

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.

41.85

cum

1.002

OD175018/2026-2027:Carriage of departmental cut earth from one site to other site or to stacking yard by means of tipper of 5.50cum capacity including all cost of labour, machineries, loading, unloading, and stacking/ spreading charges as per the direction of Engineer at site

41.85

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.

41.85

cum

1.004

OD183730/2026-2027: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

20.93

cum

1.005

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

32.48

cum

1.006

OD186697/2026-2027:Applying curing compound on finished surface of concrete structure at rate specified by manufacturer including transportation,machinery and labour etc complete Rate and adequacy taken from item 6.4 of Mord specification unit=sqm output area=100x3.75 Material

255

sqm

2Grill Work

2.001

10.25.2:Item Shifted to Sub head 14 as item 14.73 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

131