Kerala

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Works

Civil Works - Roads

GENERAL NAVA KERALA SADAS 2024 25 Beautification and Development of Pilathara Town on Cheruthazham Kuttur Peringome Road General Civil Work

Public Works Department

Kannur, Kerala

Amount: ₹1.3 CrCloses: 7 Oct 2025Closed

Timeline

Published24 Sept 2025
Closed7 Oct 2025
Technical Evaluation14 Nov 2025
Financial Evaluation14 Nov 2025
Award—

Bids

Item Rate

2 Bids14 Nov 2025

#	Company	Amount	Rank	Status
1	THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L1₹1.4 CrAccepted-Finance KANNUR \| KERALA \| 670001	₹1.4 Cr	L1	Accepted-Finance L1
2	V K RAVEENDRAN Rejected-Technical	-	-	Rejected-Technical L2

BoQ Comparative

Line Items (39)

Sl No	Description	Qty	Unit	THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L2	V K RAVEENDRAN L1
1.00Appendix : A - Improvement to formation
1.00	OD105263/2024-2025:Engaging wood cutter (Mazdoor (Skilled) for cutting removing and stacking of branches of trees	40	each	1,265 ₹50,600	1,164.76 ₹46,590.4 Lowest
1.00	OD111983/2024-2025:Engaging Hydraulic Excavator and loading for uprooting and black falling all complete as per the directions of the engineer-in-charge. All kinds of soil	12	hour	2,056 ₹24,672	1,427.41 ₹17,128.92 Lowest
2.00Appendix - B Surface work
2.00	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	357	cum	321 ₹1,14,597	49.34 ₹17,614.38 Lowest
2.00	4.2.A.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-III -For lower sub-base - Mix in Place Method	364.95	cum	3,289 ₹12,00,320.55 Lowest	3,294.11 ₹12,02,185.44
2.00	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.	153	cum	3,405 ₹5,20,965 Lowest	3,423.07 ₹5,23,729.71
2.00	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.	1,020	sqm	72 ₹73,440	63.09 ₹64,351.8 Lowest
2.00	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.	4,900	sqm	20 ₹98,000	12.23 ₹59,927 Lowest
2.01	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)	67.5	cum	10,950 ₹7,39,125	8,767.32 ₹5,91,794.1 Lowest

Tender Value

₹1.3 Cr

EMD Value

₹50,000

Closing Date

7 Oct 2025, 4:00 pmClosed

Tender Inviting Organisation

Name

The Superintending Engineer, PWD, Roads , North Ci

Address

The Superintending Engineer, PWD, Roads , North Circle, Kozhikode

Work Description

GENERAL NAVA KERALA SADAS 2024 25 Beautification and Development of Pilathara Town on Cheruthazham Kuttur Peringome Road General Civil Work

Tender Information

Tender ID

2025_PWD_801528_1

Reference Number

PWD/RB/TR/21837/2023_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

Kannur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of bid Security Remittance and bid Submission fee Remittance (should be less 1MB) (.pdf)

RequiredScanned copy of bid submission letter as per item no 1 Part VI(Duly filled and should be less 1MB) (.pdf)

RequiredScanned copy of Integrity pact certificate as per item no 3 Part VI(Duly filled and less than 1MB) (.pdf)

RequiredPreliminary agmt and Affidavit as per item no 2,no 4 Part VI (Duly filled,less 1MB) (.pdf)

Requirede-payment as per item no 6 Part VI and Valid Registration certificate, PAN card (less than 1MB) (.pdf)

RequiredScanned copy of Bid documents with NIT(Duly filled and should be less than 1MB)(SBD and NIT) (.pdf)

RequiredScanned copy of invoice and challan of GST amount paid to the GST department directly(Less than 1MB) (.pdf)

RequiredBOQ(Schedule) (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,515

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Nov 2025

Published

24 Sept 2025

Bid Opening

9 Oct 2025

Download Starts

24 Sept 2025

Download Ends

7 Oct 2025

Submission Starts

24 Sept 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Bid Opening Summary

finance_1331242.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

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

L1₹1.4 CrAccepted-Finance

KANNUR | KERALA | 670001

V K RAVEENDRAN

Rejected-Technical

Sl No	Description	Qty	Unit	THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L2	V K RAVEENDRAN L1
1.00Appendix : A - Improvement to formation
1.00	OD105263/2024-2025:Engaging wood cutter (Mazdoor (Skilled) for cutting removing and stacking of branches of trees	40	each	1,265 ₹50,600	1,164.76 ₹46,590.4 Lowest
1.00	OD111983/2024-2025:Engaging Hydraulic Excavator and loading for uprooting and black falling all complete as per the directions of the engineer-in-charge. All kinds of soil	12	hour	2,056 ₹24,672	1,427.41 ₹17,128.92 Lowest
2.00Appendix - B Surface work
2.00	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	357	cum	321 ₹1,14,597	49.34 ₹17,614.38 Lowest
2.00	4.2.A.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-III -For lower sub-base - Mix in Place Method	364.95	cum	3,289 ₹12,00,320.55 Lowest	3,294.11 ₹12,02,185.44
2.00	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.	153	cum	3,405 ₹5,20,965 Lowest	3,423.07 ₹5,23,729.71
2.00	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.	1,020	sqm	72 ₹73,440	63.09 ₹64,351.8 Lowest
2.00	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.	4,900	sqm	20 ₹98,000	12.23 ₹59,927 Lowest
2.01	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)	67.5	cum	10,950 ₹7,39,125	8,767.32 ₹5,91,794.1 Lowest

Sl No

Description

Qty

Unit

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

V K RAVEENDRAN

1.00Appendix : A - Improvement to formation

1.00

OD105263/2024-2025:Engaging wood cutter (Mazdoor (Skilled) for cutting removing and stacking of branches of trees

each

1,265

₹50,600

1,164.76

₹46,590.4

Lowest

1.00

OD111983/2024-2025:Engaging Hydraulic Excavator and loading for uprooting and black falling all complete as per the directions of the engineer-in-charge. All kinds of soil

hour

2,056

₹24,672

1,427.41

₹17,128.92

Lowest

2.00Appendix - B Surface work

2.00

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

357

cum

321

₹1,14,597

49.34

₹17,614.38

Lowest

2.00

4.2.A.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-III -For lower sub-base - Mix in Place Method

364.95

cum

3,289

₹12,00,320.55

Lowest

3,294.11

₹12,02,185.44

2.00

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.

153

cum

3,405

₹5,20,965

Lowest

3,423.07

₹5,23,729.71

2.00

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.

1,020

sqm

₹73,440

63.09

₹64,351.8

Lowest

2.00

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.

4,900

sqm

₹98,000

12.23

₹59,927

Lowest

2.01

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)

67.5

cum

10,950

₹7,39,125

8,767.32

₹5,91,794.1

Lowest