Kerala

Cancelled

Works

Civil Works - Roads

Thrissur Corporation West Zone 2026-27 Patchwork of Various Roads pro no- 439/27-Annual plan -General Civil Work

Local Self Government Department

Superintending Engineer Thrissur corporation | Thrissur, Kerala

Amount: ₹16.9 LCloses: 10 Aug 2026Closed

Timeline

Published3 Aug 2026
Closed10 Aug 2026
Cancelled9 Sept 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderCancellation of TenderReason: Insufficient No. of Qualified biddersDocument: cancelled_1.pdf

Published 9 Sept 2026

Tender Value

₹16.9 L

EMD Value

₹42,360

Closing Date

10 Aug 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer Thrissur corporation

Address

Executive Engineer Thrissur corporation

Work Description

Thrissur Corporation West Zone 2026-27 Patchwork of Various Roads pro no- 439/27-Annual plan -General Civil Work

Tender Information

Tender ID

2026_LSGD_863721_17

Reference Number

PW2-17409/18,13.08.2026

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

₹42,360

Important Dates

Last Activity

9 Sept 2026

Published

3 Aug 2026

Bid Opening

13 Aug 2026

Download Starts

3 Aug 2026

Download Ends

10 Aug 2026

Submission Starts

3 Aug 2026

Clarification Period

3 Aug 2026 - 7 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Patch Work
1.001	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	-	sqm	-	-
1.002	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	1	sqm	-	-
1.003	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	-	sqm	-	-
1.004	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)	-	sqm	-	-
1.005	OD114200/2026-2027:Filling up of potholes with bituminous ready mix compound(25kg bag)and compacting by ramming to get a compact surface including cost of materials and laying charges Assuming an average of 30bags of 25kg ready mix compound will be laid in potholes in a day.	-	no	-	-
1.006	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. <br>(ii) Using Gravel mix soil.	-	cum	-	-
1.007	OD115347/2026-2027:Interlocking concrete block pavement : Providing and laying of interlocking concrete block pavement having thickness 100mm (M50) as per drawings and technical specification clause 1504 confirming to is 15658 and or nearest size thickness, minimum strengthM40 including providing a layer of 6mm aggregate for 50mm thick compacted bed of 6mm metal excluding edge concreting	-	sqm	-	-
1.008	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	1	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

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Cancellation Documents

cancelled_1.pdf

pdf • 0.18 MB

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.48 MB

Work Item Documents

BOQ_1461437.xls

BOQ • 0.30 MB

SBD.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Patch Work
1.001	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	-	sqm	-	-
1.002	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	1	sqm	-	-
1.003	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	-	sqm	-	-
1.004	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)	-	sqm	-	-
1.005	OD114200/2026-2027:Filling up of potholes with bituminous ready mix compound(25kg bag)and compacting by ramming to get a compact surface including cost of materials and laying charges Assuming an average of 30bags of 25kg ready mix compound will be laid in potholes in a day.	-	no	-	-
1.006	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. <br>(ii) Using Gravel mix soil.	-	cum	-	-
1.007	OD115347/2026-2027:Interlocking concrete block pavement : Providing and laying of interlocking concrete block pavement having thickness 100mm (M50) as per drawings and technical specification clause 1504 confirming to is 15658 and or nearest size thickness, minimum strengthM40 including providing a layer of 6mm aggregate for 50mm thick compacted bed of 6mm metal excluding edge concreting	-	sqm	-	-
1.008	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	1	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Patch Work

1.001

75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

sqm

1.002

75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

sqm

1.003

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

sqm

1.004

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)

sqm

1.005

OD114200/2026-2027:Filling up of potholes with bituminous ready mix compound(25kg bag)and compacting by ramming to get a compact surface including cost of materials and laying charges Assuming an average of 30bags of 25kg ready mix compound will be laid in potholes in a day.

1.006

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. <br>(ii) Using Gravel mix soil.

cum

1.007

OD115347/2026-2027:Interlocking concrete block pavement : Providing and laying of interlocking concrete block pavement having thickness 100mm (M50) as per drawings and technical specification clause 1504 confirming to is 15658 and or nearest size thickness, minimum strengthM40 including providing a layer of 6mm aggregate for 50mm thick compacted bed of 6mm metal excluding edge concreting

sqm

1.008

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

cum