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528/26- 27-Thrissur corporation vilvattom zonal Division 9 Panan lane First street Drain Cover slab Interlocking Maintenance work infront of Medical shop Panan lane road PLRA by lane Retaring-

Local Self Government Department

Superintending Engineer Thrissur corporation | Thrissur, Kerala

Amount: ₹10.2 LCloses: 30 Sept 20263d left

Timeline

Published22 Sept 2026
Closes30 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹10.2 L

EMD Value

₹25,419

Closing Date

30 Sept 2026, 5:00 pm3d left

Tender Inviting Organisation

Name

Executive Engineer Thrissur corporation

Address

Executive Engineer Thrissur corporation

Work Description

528/26- 27-Thrissur corporation vilvattom zonal Division 9 Panan lane First street Drain Cover slab Interlocking Maintenance work infront of Medical shop Panan lane road PLRA by lane Retaring-

Tender Information

Tender ID

2026_LSGD_871718_6

Reference Number

PW2-17409/18,01.10.26,EE2

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

Superintending Engineer Thrissur corporation

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredSigned copy of NIT (.pdf)

RequiredAttested copy of contractors Licence (.pdf)

RequiredPAN and GST certificate (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredE payment requisition form (.pdf)

RequiredSAMPLE GUARANTEE BOND (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredForm of tender (.pdf)

RequiredSBD (.pdf)

RequiredFormat for Integrity Pact (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹25,419

Important Dates

Last Activity

22 Sept 2026

Published

22 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

22 Sept 2026

Download Ends

30 Sept 2026

Submission Starts

22 Sept 2026

Clarification Period

22 Sept 2026 - 25 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintenance
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	34.65	cum	-	-
1.002	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	3.91	cum	-	-
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)	12.03	cum	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	2.96	cum	-	-
1.005	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.64	tonne	-	-
1.006	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	6.46	cum	-	-
1.007	OD126391/2026-2027:(Modified data 3.15 MORTH ) Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	252	sqm	-	-
1.008	4.11.2:Granular sub-base/base/surface course with local 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. (ii) Using Gravel mix soil.	24.12	cum	-	-
1.009	OD126398/2026-2027:Providing and laying of Interlock concrete block pavements having thickness 80mm (M40) as per drawings and technical specification clause 1504 confirming to IS 15658 and to be laid as per IRC SP63 excluding edge concreting Providing and laying of Interlock concrete block pavements having thickness 100mm (M50) as per drawings and technical specification clause 1504 confirming to IS 15658 and to be laid as per IRC SP63 excluding edge concreting	224.4	per sqm	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.47 MB

Work Item Documents

SBD.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintenance
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	34.65	cum	-	-
1.002	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	3.91	cum	-	-
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)	12.03	cum	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	2.96	cum	-	-
1.005	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.64	tonne	-	-
1.006	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	6.46	cum	-	-
1.007	OD126391/2026-2027:(Modified data 3.15 MORTH ) Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	252	sqm	-	-
1.008	4.11.2:Granular sub-base/base/surface course with local 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. (ii) Using Gravel mix soil.	24.12	cum	-	-
1.009	OD126398/2026-2027:Providing and laying of Interlock concrete block pavements having thickness 80mm (M40) as per drawings and technical specification clause 1504 confirming to IS 15658 and to be laid as per IRC SP63 excluding edge concreting Providing and laying of Interlock concrete block pavements having thickness 100mm (M50) as per drawings and technical specification clause 1504 confirming to IS 15658 and to be laid as per IRC SP63 excluding edge concreting	224.4	per sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road maintenance

1.001

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

34.65

cum

1.002

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

3.91

cum

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)

12.03

cum

1.004

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

2.96

cum

1.005

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

0.64

tonne

1.006

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

6.46

cum

1.007

OD126391/2026-2027:(Modified data 3.15 MORTH ) Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

252

sqm

1.008

4.11.2:Granular sub-base/base/surface course with local 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. (ii) Using Gravel mix soil.

24.12

cum

1.009

OD126398/2026-2027:Providing and laying of Interlock concrete block pavements having thickness 80mm (M40) as per drawings and technical specification clause 1504 confirming to IS 15658 and to be laid as per IRC SP63 excluding edge concreting Providing and laying of Interlock concrete block pavements having thickness 100mm (M50) as per drawings and technical specification clause 1504 confirming to IS 15658 and to be laid as per IRC SP63 excluding edge concreting

224.4

per sqm