Tender ID

Kerala

AOC

Works

Civil Works - Roads

GENERAL RM 2025 26 RC 2 Phase 1 Zone III One year Running Contract for various PWD Roads under roadssection Badiyaduka in Ksaragod District- 7 numbers of roads stretches for a length of 33.31km General Civil Work

Public Works Department

Badiyaduka | Kasaragod, Kerala

Amount: ₹85.2 LCloses: 25 Sept 2025Closed

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.

Timeline

Published18 Sept 2025
Closed25 Sept 2025
Awarded1 Nov 2025

Bids

Item Rate

2 Bids1 Nov 2025

#	Company	Amount	Rank	Status
1	ABDUL KHADER V P L1₹80.4 LAccepted-AOC	₹80.4 L	L1	Accepted-AOC L1
2	E I MUHAMMED L2₹83.2 L+₹2.9 L (3.58%)Rejected-Finance E I HOUSE ERTHUMKADAVU MUTATHODY POST KASARAGOD 671121 \| KASARAGOD \| KASARAGOD \| KERALA \| 671121	₹83.2 L+₹2.9 L (3.58%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (29)

Sl No	Description	Qty	Unit	E I MUHAMMED L2	ABDUL KHADER V P L1
1.00Appendix A-Reactive Maintenance
1.00	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	142.5	cum	48.25 ₹6,875.63	46.58 ₹6,637.65 Lowest
1.00	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	142.5	cum	3,243.11 ₹4,62,143.18	3,130.92 ₹4,46,156.1 Lowest
1.00	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.	95	cum	3,369.57 ₹3,20,109.15	3,252.99 ₹3,09,034.05 Lowest
1.00	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.	950	sqm	61.65 ₹58,567.5	59.52 ₹56,544 Lowest
1.00	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.	16,866.8	sqm	11.95 ₹2,01,558.26	11.54 ₹1,94,642.87 Lowest
1.01	OD34585/2024-2025:Mixed seal surfacing providing and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to 9mm (Type A) aggregate using bitumen VG 30 required line , grade and level to serve as wearing course on a previously prepared base, including mixed in suitable plant rolling with a static roller 8-10 km and finishing to required level and grades as per technical specification.	17,196.8	per sqm	279.67 ₹48,09,429.06	269.99 ₹46,42,964.03 Lowest
2.00Appendix B-Pre Mansoon works
2.00	3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)	4,236	metre	78.24 ₹3,31,424.64	75.53 ₹3,19,945.08 Lowest
2.00	OD34571/2024-2025:Supply man/mazdoor for clearing choked out culvert	20	Day	481.14 ₹9,622.8	464.49 ₹9,289.8 Lowest

Tender Value

₹85.2 L

EMD Value

₹50,000

Closing Date

25 Sept 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

SuperintendingEngineer,

Address

Office of the Superintending Engineer, PWD Roads , North circle, kozhikode

Work Description

GENERAL RM 2025 26 RC 2 Phase 1 Zone III One year Running Contract for various PWD Roads under roadssection Badiyaduka in Ksaragod District- 7 numbers of roads stretches for a length of 33.31km General Civil Work

Tender Information

Tender ID

2025_PWD_792495_2

Reference Number

PWD/RB/TR/8379/2024_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

360 days

Location

Badiyaduka

Source Website

Subscribe to view

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)

RequiredScan copy of Integrity pact certificate as per item no 3 Part VI(Duly filled and should be less1MB) (.pdf)

RequiredPreliminary agmt and Affidavit as per item no 2,no 4 Part VI (Duly filled,less than 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

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Nov 2025

Published

18 Sept 2025

Bid Opening

27 Sept 2025

Download Starts

18 Sept 2025

Download Ends

25 Sept 2025

Submission Starts

18 Sept 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_1322971.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 • 0.04 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

ABDUL KHADER V P

L1₹80.4 LAccepted-AOC

E I MUHAMMED

L2₹83.2 L+₹2.9 L (3.58%)Rejected-Finance

E I HOUSE ERTHUMKADAVU MUTATHODY POST KASARAGOD 671121 | KASARAGOD | KASARAGOD | KERALA | 671121

Sl No	Description	Qty	Unit	E I MUHAMMED L2	ABDUL KHADER V P L1
1.00Appendix A-Reactive Maintenance
1.00	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	142.5	cum	48.25 ₹6,875.63	46.58 ₹6,637.65 Lowest
1.00	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	142.5	cum	3,243.11 ₹4,62,143.18	3,130.92 ₹4,46,156.1 Lowest
1.00	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.	95	cum	3,369.57 ₹3,20,109.15	3,252.99 ₹3,09,034.05 Lowest
1.00	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.	950	sqm	61.65 ₹58,567.5	59.52 ₹56,544 Lowest
1.00	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.	16,866.8	sqm	11.95 ₹2,01,558.26	11.54 ₹1,94,642.87 Lowest
1.01	OD34585/2024-2025:Mixed seal surfacing providing and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to 9mm (Type A) aggregate using bitumen VG 30 required line , grade and level to serve as wearing course on a previously prepared base, including mixed in suitable plant rolling with a static roller 8-10 km and finishing to required level and grades as per technical specification.	17,196.8	per sqm	279.67 ₹48,09,429.06	269.99 ₹46,42,964.03 Lowest
2.00Appendix B-Pre Mansoon works
2.00	3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)	4,236	metre	78.24 ₹3,31,424.64	75.53 ₹3,19,945.08 Lowest
2.00	OD34571/2024-2025:Supply man/mazdoor for clearing choked out culvert	20	Day	481.14 ₹9,622.8	464.49 ₹9,289.8 Lowest

Sl No

Description

Qty

Unit

E I MUHAMMED

ABDUL KHADER V P

1.00Appendix A-Reactive Maintenance

1.00

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

142.5

cum

48.25

₹6,875.63

46.58

₹6,637.65

Lowest

1.00

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

142.5

cum

3,243.11

₹4,62,143.18

3,130.92

₹4,46,156.1

Lowest

1.00

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.

cum

3,369.57

₹3,20,109.15

3,252.99

₹3,09,034.05

Lowest

1.00

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.

950

sqm

61.65

₹58,567.5

59.52

₹56,544

Lowest

1.00

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.

16,866.8

sqm

11.95

₹2,01,558.26

11.54

₹1,94,642.87

Lowest

1.01

OD34585/2024-2025:Mixed seal surfacing providing and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to 9mm (Type A) aggregate using bitumen VG 30 required line , grade and level to serve as wearing course on a previously prepared base, including mixed in suitable plant rolling with a static roller 8-10 km and finishing to required level and grades as per technical specification.

17,196.8

per sqm

279.67

₹48,09,429.06

269.99

₹46,42,964.03

Lowest

2.00Appendix B-Pre Mansoon works

2.00

3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)

4,236

metre

78.24

₹3,31,424.64

75.53

₹3,19,945.08

Lowest

2.00

OD34571/2024-2025:Supply man/mazdoor for clearing choked out culvert

Day

481.14

₹9,622.8

464.49

₹9,289.8

Lowest