Kerala

AOC

Works

Civil Works - Others

Maintenance of various roads- Thrissur Corporation Ollur Zonal

Local Self Government Department

Thrissur corporation Office | Thrissur, Kerala

Amount: ₹5.9 LCloses: 21 Aug 2025Closed

Timeline

Published14 Aug 2025
Closed21 Aug 2025
Technical Evaluation5 Dec 2025
Financial Evaluation24 Apr 2026
Awarded25 Apr 2026

Bids

Item Rate

2 Bids25 Apr 2026

#	Company	Amount	Rank	Status
1	Mr.M.GOGIN L1₹5.9 LAccepted-AOC NOT AVAILABLE	₹5.9 L	L1	Accepted-AOC L1
2	P VINOD L2₹6.4 L+₹44,957.56 (7.58%)Rejected-AOC NOT AVAILABLE	₹6.4 L+₹44,957.56 (7.58%)	L2	Rejected-AOC L2

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	Mr.M.GOGIN L1	P VINOD L2
1.00maintenance work
1.00	OD199637/2025-2026:Providing and laying seal coat sealing the voids over modified penetration macadam laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65) (Modified from 75.5.12.A.3.2 pb)	232	sqm	75.4 ₹17,492.8 Lowest	78 ₹18,096
1.00	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.	232	sqm	418.3 ₹97,045.6 Lowest	430 ₹99,760
1.00	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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.	1,271	sqm	15.75 ₹20,018.25 Lowest	17 ₹21,607
1.00	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	1,271	sqm	302.6 ₹3,84,604.6 Lowest	330 ₹4,19,430
1.00	4.1.A.1: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> (i) For Grading I Material	19.06	cum	3,337.8 ₹63,611.79 Lowest	3,600 ₹68,608.8
1.01	OD200081/2025-2026:Filling up of potholes with bituminous ready mix compound (25kg bag) and compacting by ramming to get a compact surface including cost of material and laying charges Assuming an average of 30 bags of 25 kg ready mix compound will be laid in potholes in a day.	16	no	635.7 ₹10,171.2 Lowest	650 ₹10,400

Tender Value

₹5.9 L

EMD Value

₹14,827

Closing Date

21 Aug 2025, 4:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer Thrissur corporation

Address

Executive Engineer Thrissur corporation

Work Description

Maintenance of various roads- Thrissur Corporation Ollur Zonal

Tender Information

Tender ID

2025_LSGD_786572_2

Reference Number

PW2-17409/18,23.8.25

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 days

Location

Thrissur corporation Office

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

₹1,310

EMD Fee Amount

₹14,827

Important Dates

Last Activity

29 Apr 2026

Published

14 Aug 2025

Bid Opening

23 Aug 2025

Download Starts

14 Aug 2025

Download Ends

21 Aug 2025

Submission Starts

14 Aug 2025

Clarification Period

14 Aug 2025 - 18 Aug 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1293281.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Work Item Documents

BOQ_1293281.xls

BOQ • 0.30 MB

SBD.pdf

Ready to Participate?

Download all tender documents and submit your bid

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Company

Mr.M.GOGIN

L1₹5.9 LAccepted-AOC

NOT AVAILABLE

P VINOD

L2₹6.4 L+₹44,957.56 (7.58%)Rejected-AOC

NOT AVAILABLE

Sl No	Description	Qty	Unit	Mr.M.GOGIN L1	P VINOD L2
1.00maintenance work
1.00	OD199637/2025-2026:Providing and laying seal coat sealing the voids over modified penetration macadam laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65) (Modified from 75.5.12.A.3.2 pb)	232	sqm	75.4 ₹17,492.8 Lowest	78 ₹18,096
1.00	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.	232	sqm	418.3 ₹97,045.6 Lowest	430 ₹99,760
1.00	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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.	1,271	sqm	15.75 ₹20,018.25 Lowest	17 ₹21,607
1.00	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	1,271	sqm	302.6 ₹3,84,604.6 Lowest	330 ₹4,19,430
1.00	4.1.A.1: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> (i) For Grading I Material	19.06	cum	3,337.8 ₹63,611.79 Lowest	3,600 ₹68,608.8
1.01	OD200081/2025-2026:Filling up of potholes with bituminous ready mix compound (25kg bag) and compacting by ramming to get a compact surface including cost of material and laying charges Assuming an average of 30 bags of 25 kg ready mix compound will be laid in potholes in a day.	16	no	635.7 ₹10,171.2 Lowest	650 ₹10,400

Sl No

Description

Qty

Unit

Mr.M.GOGIN

P VINOD

1.00maintenance work

1.00

OD199637/2025-2026:Providing and laying seal coat sealing the voids over modified penetration macadam laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65) (Modified from 75.5.12.A.3.2 pb)

232

sqm

75.4

₹17,492.8

Lowest

₹18,096

1.00

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.

232

sqm

418.3

₹97,045.6

Lowest

430

₹99,760

1.00

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.

1,271

sqm

15.75

₹20,018.25

Lowest

₹21,607

1.00

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)

1,271

sqm

302.6

₹3,84,604.6

Lowest

330

₹4,19,430

1.00

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material

19.06

cum

3,337.8

₹63,611.79

Lowest

3,600

₹68,608.8

1.01

OD200081/2025-2026:Filling up of potholes with bituminous ready mix compound (25kg bag) and compacting by ramming to get a compact surface including cost of material and laying charges Assuming an average of 30 bags of 25 kg ready mix compound will be laid in potholes in a day.

635.7

₹10,171.2

Lowest

650

₹10,400