Tender ID

Kerala

AOC

Works

Civil Works - Roads

GENERAL-Sabarimala Festival Works 2024- 25 -Upgradation with BM BC -9.600 km- Improvements to Kanjiramnilkunnapadi- Karakkad Temple- Pallippadi- Piralasheri- Kannuvelikkavu temple- JMM School Junction- Paarachnatha Sri Dharmashathra Temple-

Public Works Department

Alappuzha | Thiruvananthapuram, Kerala

Amount: ₹7.8 CrCloses: 4 Jun 2025Closed

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Timeline

Published26 May 2025
Closed4 Jun 2025
Technical Evaluation28 Jun 2025
Awarded8 Sept 2025

Bids

1 Bid8 Sept 2025

#	Company	Amount	Rank	Status
1	ANISHZACHARIAH L1₹9.1 CrAccepted-AOC	₹9.1 Cr	L1	Accepted-AOC First lowest

Tender Value

₹7.8 Cr

EMD Value

₹2 L

Closing Date

4 Jun 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

Superinending Engineer

Address

Superintending Engineer, PWD Roads South Circle, TVPM

Work Description

GENERAL-Sabarimala Festival Works 2024- 25 -Upgradation with BM BC -9.600 km- Improvements to Kanjiramnilkunnapadi- Karakkad Temple- Pallippadi- Piralasheri- Kannuvelikkavu temple- JMM School Junction- Paarachnatha Sri Dharmashathra Temple-

Tender Information

Tender ID

2025_PWD_762868_2

Reference Number

PWD/RB/TR/18295/2024_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

330 days

Location

Alappuzha

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredExperience certificate and any other relevant documents (.pdf)

RequiredTechnical Bid Documents (Duly filled). (.pdf)

RequiredScanned copy of Remittance towards bid Submission fee and Bid Security. (.pdf)

RequiredCertificate Scanned copy of Forms of Tender (Bid submission Letter) and Integrity Pact. (.pdf)

RequiredScanned copy of preliminary agreement. Scanned copy of GST registration certificate (.pdf)

RequiredRequisition for e-payment and Registration certificate details (License). (.pdf)

RequiredScanned copy of Affidavit (In stamp paper attested by Notary). (.pdf)

Finance

RequiredBill of quantities (Schedule) (.xls)

Fee & Financial Details

Tender Fee Amount

₹13,010

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Sept 2025

Published

26 May 2025

Bid Opening

7 Jun 2025

Download Starts

26 May 2025

Download Ends

4 Jun 2025

Submission Starts

26 May 2025

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (33 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
11 Appendix A -Improvements to Roadway
1.001	2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means	1.45	Hectare	-	-
1.002	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	1,528.2	cum	-	-
1.003	OD148697/2024-2025:Scarifying the existing bituminous road surface to a depth of 50 mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achieve minimum density for embankment construction	16,742.17	sqm	-	-
1.004	4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method	1,735.2	cum	-	-
1.005	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	3,532.8	cum	-	-
1.006	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	22,955	sqm	-	-
1.007	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	34,345	sqm	-	-
1.008	5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.	33,650	sqm	-	-
1.009	5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)	1,735.98	cum	-	-

Stage Documents

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Documents

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Work Item Documents

Tenderdocument.pdf

Tender Documents • 1.86 MB

BOQ.xls

BOQ • 0.33 MB

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Company

ANISHZACHARIAH

L1₹9.1 CrAccepted-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
11 Appendix A -Improvements to Roadway
1.001	2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means	1.45	Hectare	-	-
1.002	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	1,528.2	cum	-	-
1.003	OD148697/2024-2025:Scarifying the existing bituminous road surface to a depth of 50 mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achieve minimum density for embankment construction	16,742.17	sqm	-	-
1.004	4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method	1,735.2	cum	-	-
1.005	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	3,532.8	cum	-	-
1.006	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	22,955	sqm	-	-
1.007	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	34,345	sqm	-	-
1.008	5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.	33,650	sqm	-	-
1.009	5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)	1,735.98	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

11 Appendix A -Improvements to Roadway

1.001

2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means

1.45

Hectare

1.002

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

1,528.2

cum

1.003

OD148697/2024-2025:Scarifying the existing bituminous road surface to a depth of 50 mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achieve minimum density for embankment construction

16,742.17

sqm

1.004

4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method

1,735.2

cum

1.005

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

3,532.8

cum

1.006

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

22,955

sqm

1.007

5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

34,345

sqm

1.008

5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

33,650

sqm

1.009

5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)

1,735.98

cum