Kerala

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Works

Civil Works - Roads

RETENDER-LRRP- KADAKKULAM MUTHIRATHUPADAM ROAD WARD 11

Local Self Government Department

KADUNGALLOOR GRAMA PANCHAYATH | Ernakulam, Kerala

Amount: ₹34.8 LCloses: 26 May 2026Closed

Timeline

Published19 May 2026
Closed26 May 2026
Bid Opening28 May 2026

Tender Value

₹34.8 L

EMD Value

₹50,000

Closing Date

26 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

OFFICE OF ASSISTANT ENGINEER,KADUNGALLOOR GP

Address

OFFICE OF ASSISTANT ENGINEER,KADUNGALLOOR GP

Work Description

RETENDER-LRRP- KADAKKULAM MUTHIRATHUPADAM ROAD WARD 11

Tender Information

Tender ID

2025_LSGD_783892_15

Reference Number

ET/6/KDLR/LSGD/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

KADUNGALLOOR GRAMA PANCHAYATH

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

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)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 May 2026

Published

19 May 2026

Bid Opening

28 May 2026

Download Starts

19 May 2026

Download Ends

26 May 2026

Submission Starts

19 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1KADAKKULAM MUTHIRATHUPADAM ROAD WARD 11
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.	0.2	cum	-	-
1.002	OD438441/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site-OD From DAR 60.7.1	0.8	cum	-	-
1.003	3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	0.4	cum	-	-
1.004	3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5	1	cum	-	-
1.005	3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	0.2	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	-	tonne	-	-
1.007	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	cum	-	-
1.008	OD450359/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC:67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting,2mm thick/aluminium composite material sheeting 4mm thick with area not exceeding 0.9sqm,with suitable black supporting frame of MS angle 40 x 40 x 6 and supported on GI pipe pole 50mm NB-2nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete min size 40cm x 40cm x60cm, 60cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as approved drawing and clause 801 including lettering symbols etc.(Derived from MoRD spec 10.3.A.2)	-	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

BOQ_1438879.xls

BOQ • 0.23 MB

viewnit.pdf

Tender Documents • 0.03 MB

viewsbd.pdf

Tender Documents • 1.86 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1KADAKKULAM MUTHIRATHUPADAM ROAD WARD 11
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.	0.2	cum	-	-
1.002	OD438441/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site-OD From DAR 60.7.1	0.8	cum	-	-
1.003	3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	0.4	cum	-	-
1.004	3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5	1	cum	-	-
1.005	3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	0.2	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	-	tonne	-	-
1.007	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	cum	-	-
1.008	OD450359/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC:67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting,2mm thick/aluminium composite material sheeting 4mm thick with area not exceeding 0.9sqm,with suitable black supporting frame of MS angle 40 x 40 x 6 and supported on GI pipe pole 50mm NB-2nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete min size 40cm x 40cm x60cm, 60cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as approved drawing and clause 801 including lettering symbols etc.(Derived from MoRD spec 10.3.A.2)	-	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1KADAKKULAM MUTHIRATHUPADAM ROAD WARD 11

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.

0.2

cum

1.002

OD438441/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site-OD From DAR 60.7.1

0.8

cum

1.003

3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

0.4

cum

1.004

3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

cum

1.005

3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

0.2

cum

1.006

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

tonne

1.007

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

cum

1.008

OD450359/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC:67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting,2mm thick/aluminium composite material sheeting 4mm thick with area not exceeding 0.9sqm,with suitable black supporting frame of MS angle 40 x 40 x 6 and supported on GI pipe pole 50mm NB-2nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete min size 40cm x 40cm x60cm, 60cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as approved drawing and clause 801 including lettering symbols etc.(Derived from MoRD spec 10.3.A.2)

sqm