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Annual Plan- Project No-289/27,Kodiyathur GP-RENOVATION OF THARBBIYATH KANAKKAMPARAKKAL KALANGOTTU KSHETHRAM ROAD

Local Self Government Department

Assistant Engineer LID EW Section Kodiyathoor GP | Kozhikode, Kerala

Amount: ₹7.2 LCloses: 9 Oct 20267d left

Timeline

Published1 Oct 2026
Closes9 Oct 2026
Bid Opening13 Oct 2026

Tender Value

₹7.2 L

EMD Value

₹17,996

Closing Date

9 Oct 2026, 3:00 pm7d left

Tender Inviting Organisation

Name

Assistant Engineer LID EW Section Kodiyathoor GP

Address

Assistant Engineer LID EW Section Kodiyathoor GP

Work Description

Annual Plan- Project No-289/27,Kodiyathur GP-RENOVATION OF THARBBIYATH KANAKKAMPARAKKAL KALANGOTTU KSHETHRAM ROAD

Tender Information

Tender ID

2026_LSGD_875426_2

Reference Number

AE LID-EW TENDER -3-2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Assistant Engineer LID EW Section Kodiyathoor 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)

Requiredpreliminary agreement duly filled and signed by the bidder (.pdf)

Requiredbidder valid registration certificate (.pdf)

Requiredsigned copy of SBD (.pdf)

Requiredintegrity pact certificate (.pdf)

Requiredaffidavit (as per item number 4 Part VI of SBD) (.pdf)

RequiredE- payment form (as per item number 6 Part VI of SBD) (.pdf)

RequiredBid submission fee and bid security (.pdf)

Requiredbid submission letter (as per item no 1 part VI of SBD) (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,590

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹17,996

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Oct 2026

Published

1 Oct 2026

Bid Opening

13 Oct 2026

Download Starts

1 Oct 2026

Download Ends

9 Oct 2026

Submission Starts

1 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Work
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.	60.31	cum	-	-
1.002	OD209904/2026-2027:(60.7.3) DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.	3.63	cum	-	-
1.003	OD209906/2026-2027:(60.7.8) DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site	2.36	cum	-	-
1.004	OD208820/2026-2027:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	80.37	cum	-	-
1.005	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	2.72	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.27	tonne	-	-
1.007	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)	1.91	cum	-	-
1.008	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	153.3	sqm	-	-
1.009	OD208823/2026-2027:Granular sub-base/base/surface course with departmental 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. &lt;br&gt;(ii) Using Gravel mix soil.	11.5	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 • 0.28 MB

Work Item Documents

BOQ_1486242.xls

BOQ • 0.31 MB

SBDKANA.pdf

Tender Documents • 1.90 MB

affidavit.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Work
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.	60.31	cum	-	-
1.002	OD209904/2026-2027:(60.7.3) DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.	3.63	cum	-	-
1.003	OD209906/2026-2027:(60.7.8) DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site	2.36	cum	-	-
1.004	OD208820/2026-2027:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	80.37	cum	-	-
1.005	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	2.72	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.27	tonne	-	-
1.007	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)	1.91	cum	-	-
1.008	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	153.3	sqm	-	-
1.009	OD208823/2026-2027:Granular sub-base/base/surface course with departmental 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. &lt;br&gt;(ii) Using Gravel mix soil.	11.5	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Work

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.

60.31

cum

1.002

OD209904/2026-2027:(60.7.3) DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.

3.63

cum

1.003

OD209906/2026-2027:(60.7.8) DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

2.36

cum

1.004

OD208820/2026-2027:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

80.37

cum

1.005

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

2.72

cum

1.006

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

0.27

tonne

1.007

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 III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

1.91

cum

1.008

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.

153.3

sqm

1.009

OD208823/2026-2027:Granular sub-base/base/surface course with departmental 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. &lt;br&gt;(ii) Using Gravel mix soil.

11.5

cum