Tender ID

Kerala

AOC

Works

Civil Works - Roads

TMC-OF-CELSGD/56824/2025 - ARITHODU ROAD Maintenance of River valley Karithodu road in kanjiram para ward(New Tender

Local Self Government Department

Thiruvananthapuram Municipal Corparation | Thiruvananthapuram, Kerala

Amount: ₹19.5 LCloses: 14 Oct 2025Closed

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Timeline

Published7 Oct 2025
Closed14 Oct 2025
Awarded26 Nov 2025

Bids

Item Rate

2 Bids26 Nov 2025

#	Company	Amount	Rank	Status
1	SHABU B. L1₹19.5 LAccepted-AOC	₹19.5 L	L1	Accepted-AOC L1
2	RAJESH KUMAR C L2₹20.2 L+₹75,316.86 (3.87%)Rejected-Finance	₹20.2 L+₹75,316.86 (3.87%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (15)

Sl No	Description	Qty	Unit	SHABU B. L1	RAJESH KUMAR C L2
1.00RE TARRING
1.00	OD40616/2025-2026:Engaging man coolies or lifting the slab ,cleaning the drain and rearranging the slab over exisiting drain	10	Day	1,152 ₹11,520 Lowest	1,152 ₹11,520 Lowest
1.00	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	97.46	cum	451 ₹43,954.46 Lowest	451 ₹43,954.46 Lowest
1.00	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.	702	sqm	16 ₹11,232 Lowest	16 ₹11,232 Lowest
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	46.98	cum	3,409 ₹1,60,154.82 Lowest	3,409 ₹1,60,154.82 Lowest
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.	204.06	sqm	424 ₹86,521.44 Lowest	530 ₹1,08,151.8
1.01	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	99.18	cum	3,832 ₹3,80,057.76 Lowest	3,832 ₹3,80,057.76 Lowest
1.01	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	1,009.2	sqm	80 ₹80,736 Lowest	80 ₹80,736 Lowest
1.01	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	1,009.2	sqm	19 ₹19,174.8 Lowest	19 ₹19,174.8 Lowest
1.01	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.	1,547.3	sqm	16 ₹24,756.8 Lowest	16 ₹24,756.8 Lowest

Tender Value

₹19.5 L

EMD Value

₹48,718

Closing Date

14 Oct 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer

Address

The Superintending Engineer, LID-EW Section, Thiruvananthapuram Municipal Corparation Office

Work Description

TMC-OF-CELSGD/56824/2025 - ARITHODU ROAD Maintenance of River valley Karithodu road in kanjiram para ward(New Tender

Tender Information

Tender ID

2025_LSGD_805592_19

Reference Number

DB/62983/2025-26(75)Tender

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

150 days

Location

Thiruvananthapuram Municipal Corparation

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredSIGNED COPY OF AFFIDAVIT (.pdf)

RequiredSIGNED COPY OF FORM OF TENDER (.pdf)

RequiredSIGNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSIGNED COPY OF INTEGRITY PACT (.pdf)

RequiredSIGNED COPY OF E PAYMENT FORM (.pdf)

RequiredSELF ATTESTED COPY OF THE BIDDERS VALID REGISTRATION CERTIFICATE AND PAN CARD (.pdf)

RequiredSELF ATTESTED COPY OF GST REGISTRATION (.pdf)

RequiredSELF ATTESTED COPY OF STANDARD BID DOCUMENT WITH NIT(DOWNLOADED FROM E TENDER WEBSITE) (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹48,718

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Nov 2025

Published

7 Oct 2025

Bid Opening

16 Oct 2025

Download Starts

7 Oct 2025

Download Ends

14 Oct 2025

Submission Starts

7 Oct 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_1344016.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

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Company

SHABU B.

L1₹19.5 LAccepted-AOC

RAJESH KUMAR C

L2₹20.2 L+₹75,316.86 (3.87%)Rejected-Finance

Sl No	Description	Qty	Unit	SHABU B. L1	RAJESH KUMAR C L2
1.00RE TARRING
1.00	OD40616/2025-2026:Engaging man coolies or lifting the slab ,cleaning the drain and rearranging the slab over exisiting drain	10	Day	1,152 ₹11,520 Lowest	1,152 ₹11,520 Lowest
1.00	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	97.46	cum	451 ₹43,954.46 Lowest	451 ₹43,954.46 Lowest
1.00	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.	702	sqm	16 ₹11,232 Lowest	16 ₹11,232 Lowest
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	46.98	cum	3,409 ₹1,60,154.82 Lowest	3,409 ₹1,60,154.82 Lowest
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.	204.06	sqm	424 ₹86,521.44 Lowest	530 ₹1,08,151.8
1.01	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	99.18	cum	3,832 ₹3,80,057.76 Lowest	3,832 ₹3,80,057.76 Lowest
1.01	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	1,009.2	sqm	80 ₹80,736 Lowest	80 ₹80,736 Lowest
1.01	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	1,009.2	sqm	19 ₹19,174.8 Lowest	19 ₹19,174.8 Lowest
1.01	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.	1,547.3	sqm	16 ₹24,756.8 Lowest	16 ₹24,756.8 Lowest

Sl No

Description

Qty

Unit

SHABU B.

RAJESH KUMAR C

1.00RE TARRING

1.00

OD40616/2025-2026:Engaging man coolies or lifting the slab ,cleaning the drain and rearranging the slab over exisiting drain

Day

1,152

₹11,520

Lowest

1,152

₹11,520

Lowest

1.00

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

97.46

cum

451

₹43,954.46

Lowest

451

₹43,954.46

Lowest

1.00

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.

702

sqm

₹11,232

Lowest

₹11,232

Lowest

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

46.98

cum

3,409

₹1,60,154.82

Lowest

3,409

₹1,60,154.82

Lowest

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.

204.06

sqm

424

₹86,521.44

Lowest

530

₹1,08,151.8

1.01

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

99.18

cum

3,832

₹3,80,057.76

Lowest

3,832

₹3,80,057.76

Lowest

1.01

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

1,009.2

sqm

₹80,736

Lowest

₹80,736

Lowest

1.01

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

1,009.2

sqm

₹19,174.8

Lowest

₹19,174.8

Lowest

1.01

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.

1,547.3

sqm

₹24,756.8

Lowest

₹24,756.8

Lowest