Kerala

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Civil Works - Roads

Annual Plan-Pro No-671 Thrissur Corporation West Zone 2026-27 From Seetharam mill Lane Gandhi Park To Peace Villas Apartment Drain Maintenance Div 2-Annaul

Local Self Government Department

Superintending Engineer Thrissur corporation | Thrissur, Kerala

Amount: ₹25.4 LCloses: 22 Sept 2026Closed

Timeline

Published15 Sept 2026
Closed22 Sept 2026
Bid Opening23 Sept 2026

Tender Value

₹25.4 L

EMD Value

₹50,000

Closing Date

22 Sept 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer Thrissur corporation

Address

Executive Engineer Thrissur corporation

Work Description

Annual Plan-Pro No-671 Thrissur Corporation West Zone 2026-27 From Seetharam mill Lane Gandhi Park To Peace Villas Apartment Drain Maintenance Div 2-Annaul

Tender Information

Tender ID

2026_LSGD_869872_2

Reference Number

PW2-17409/18,23.9.26,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

₹50,000

Important Dates

Last Activity

15 Sept 2026

Published

15 Sept 2026

Bid Opening

23 Sept 2026

Download Starts

15 Sept 2026

Download Ends

22 Sept 2026

Submission Starts

15 Sept 2026

Clarification Period

15 Sept 2026 - 19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road and Drain Construction
1.001	2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete	30.24	cum	-	-
1.002	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	80.64	cum	-	-
1.003	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	17.92	cum	-	-
1.004	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	103.09	cum	-	-
1.005	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	9.81	tonne	-	-
1.006	OD90644/2026-2027:4.11.2. 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 on prepared surface, mixing by mix in place method with rotavator at once and compacting to achieve the desired density complete for improving the CBR value of subgrade (ii) Using Gravel mix soil	26.54	cum	-	-
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)	26.54	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.46 MB

Work Item Documents

SBD.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road and Drain Construction
1.001	2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete	30.24	cum	-	-
1.002	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	80.64	cum	-	-
1.003	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	17.92	cum	-	-
1.004	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	103.09	cum	-	-
1.005	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	9.81	tonne	-	-
1.006	OD90644/2026-2027:4.11.2. 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 on prepared surface, mixing by mix in place method with rotavator at once and compacting to achieve the desired density complete for improving the CBR value of subgrade (ii) Using Gravel mix soil	26.54	cum	-	-
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)	26.54	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road and Drain Construction

1.001

2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete

30.24

cum

1.002

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

80.64

cum

1.003

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

17.92

cum

1.004

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

103.09

cum

1.005

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

9.81

tonne

1.006

OD90644/2026-2027:4.11.2. 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 on prepared surface, mixing by mix in place method with rotavator at once and compacting to achieve the desired density complete for improving the CBR value of subgrade (ii) Using Gravel mix soil

26.54

cum

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)

26.54

cum