Tender ID

Kerala

To Be Opened

Works

Civil Works - Others

Pro no 182 Construction of Footpath from Deshabhimani Theatre to Aavithodu in Kannapuram GP

Local Self Government Department

KANNAPURAM GP | Kannur, Kerala

Amount: ₹4.2 LCloses: 21 May 2026Closed

Timeline

Published13 May 2026
Closed21 May 2026
Bid Opening23 May 2026

Tender Value

₹4.2 L

EMD Value

₹10,587

Closing Date

21 May 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

LID AND EW SECTION KANNAPURAM GP

Work Description

Pro no 182 Construction of Footpath from Deshabhimani Theatre to Aavithodu in Kannapuram GP

Tender Information

Tender ID

2026_LSGD_844639_11

Reference Number

ET04/2026/AE/LSGD/KNPM/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

180 days

Location

KANNAPURAM GP

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)

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)

RequiredSCANNED COPY OF SBD (.pdf)

RequiredSACNNED COPT OF CONTRACTORS REGISTRATION CERTIFICATE (.pdf)

RequiredSCANNED COPY OF GSTCERTIFICATE ADHAR AND PANCARD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,587

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

13 May 2026

Published

13 May 2026

Bid Opening

23 May 2026

Download Starts

13 May 2026

Download Ends

21 May 2026

Submission Starts

13 May 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Foot path
1.001	OD391354/2025-2026:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. (Mod: 3.15.2 Without roller compaction)	1	cum	57.03	₹56.97
1.002	OD391340/2025-2026: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> (iii) For Grading III Material	-	cum	3,125.12	-
1.003	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	8,917.26	-
1.004	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	1	cum	8,880.19	₹8,871.31
1.005	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	65.97	-
1.006	OD517431/2025-2026:Laterite masonry in neatly dressed laterite stone of size 35x20x20cm nearest size in cement mortar 1:6 for foundation and basement including all cost of materials labour charges etc	-	cum	6,595	-
1.007	OD371392/2025-2026: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	-	cum	3,882.87	-
1.008	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.	-	cum	609.91	-
1.009	OD387703/2025-2026:Supplying and fitting name boards of size 75cm x 45cm made with GI plain sheets 1.25mm thick (class III) fitted with 35X35x4mm MS angle 2Nos horizontally and 3Nos vertically to make a frame for strengthening the GI sheet, fitted 2Nos. 32mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1:2:4, 30cmX30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete.	-	no	2,971.18	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.21 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

FORMOFTENDER182.pdf

Tender Documents • 0.25 MB

PRELIMAGT182.pdf

Tender Documents • 0.26 MB

SBD182.pdf

Tender Documents • 0.96 MB

AFFIDAVIT182.pdf

Tender Documents • 0.24 MB

BOQ_1436632.xls

BOQ • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Foot path
1.001	OD391354/2025-2026:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. (Mod: 3.15.2 Without roller compaction)	1	cum	57.03	₹56.97
1.002	OD391340/2025-2026: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> (iii) For Grading III Material	-	cum	3,125.12	-
1.003	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	8,917.26	-
1.004	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	1	cum	8,880.19	₹8,871.31
1.005	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	65.97	-
1.006	OD517431/2025-2026:Laterite masonry in neatly dressed laterite stone of size 35x20x20cm nearest size in cement mortar 1:6 for foundation and basement including all cost of materials labour charges etc	-	cum	6,595	-
1.007	OD371392/2025-2026: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	-	cum	3,882.87	-
1.008	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.	-	cum	609.91	-
1.009	OD387703/2025-2026:Supplying and fitting name boards of size 75cm x 45cm made with GI plain sheets 1.25mm thick (class III) fitted with 35X35x4mm MS angle 2Nos horizontally and 3Nos vertically to make a frame for strengthening the GI sheet, fitted 2Nos. 32mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1:2:4, 30cmX30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete.	-	no	2,971.18	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Foot path

1.001

OD391354/2025-2026:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. (Mod: 3.15.2 Without roller compaction)

cum

57.03

₹56.97

1.002

OD391340/2025-2026: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> (iii) For Grading III Material

cum

3,125.12

1.003

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

8,917.26

1.004

11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

cum

8,880.19

₹8,871.31

1.005

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

65.97

1.006

OD517431/2025-2026:Laterite masonry in neatly dressed laterite stone of size 35x20x20cm nearest size in cement mortar 1:6 for foundation and basement including all cost of materials labour charges etc

cum

6,595

1.007

OD371392/2025-2026: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

cum

3,882.87

1.008

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.

cum

609.91

1.009

OD387703/2025-2026:Supplying and fitting name boards of size 75cm x 45cm made with GI plain sheets 1.25mm thick (class III) fitted with 35X35x4mm MS angle 2Nos horizontally and 3Nos vertically to make a frame for strengthening the GI sheet, fitted 2Nos. 32mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1:2:4, 30cmX30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete.

2,971.18