Tender ID

Kerala

AOC

Works

Civil Works - Roads

GENERAL RM 2025 26 RC 2 Phase 1 Zone II One year Running Contract for various PWD roads under road section Badiyaduka in Kasaragod District 5 roads stretches for a length of 23.05 km General Civil work

Public Works Department

Badiyaduka | Kasaragod, Kerala

Amount: ₹95.7 LCloses: 15 Sept 2025Closed

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Timeline

Published30 Aug 2025
Closed15 Sept 2025
Awarded21 Oct 2025

Bids

Item Rate

2 Bids21 Oct 2025

#	Company	Amount	Rank	Status
1	ZAYN INFRASTRUCTURE PRIVATE LIMITED L1₹90.6 LAccepted-AOC	₹90.6 L	L1	Accepted-AOC L1
2	ABDUL KHADER B A L2₹92.2 L+₹1.7 L (1.84%)Rejected-Finance	₹92.2 L+₹1.7 L (1.84%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (31)

Sl No	Description	Qty	Unit	ABDUL KHADER B A L2	ZAYN INFRASTRUCTURE PRIVATE LIMITED L1
1.00Initial Rectification
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	216.55	cum	47.6 ₹10,307.78	46.72 ₹10,117.22 Lowest
1.00	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	60	cum	3,266 ₹1,95,960	3,205.72 ₹1,92,343.2 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	162.41	cum	3,200 ₹5,19,721.6	3,140.21 ₹5,10,010.93 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.	162.41	cum	3,324 ₹5,39,860.81	3,262.65 ₹5,29,896.77 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.	1,082.75	sqm	61 ₹66,047.75	59.69 ₹64,629.35 Lowest
1.01	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.	16,397	sqm	11.7 ₹1,91,844.9	11.57 ₹1,89,713.29 Lowest
1.01	OD195112/2024-2025:Mixed seal surfacing providing and rolling of close graded pre mix surfacing material of 20 mm thickness composed of 11.2mm to 9mm (type A)aggregate using Bitumen VG-30 to required line graded and and level to serve as wearing course on previouslyprepared base , included mixed in suitable plantand rolling with the static roller 8-10 KN and finishingtorequired level and gread as per tecchniqual specification	16,397	sqm	269 ₹44,10,793	263.9 ₹43,27,168.3 Lowest
2.00Premonsoon work
2.00	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	13.52	Hectare	48,414 ₹6,54,557.28	47,510.49 ₹6,42,341.82 Lowest

Tender Value

₹95.7 L

EMD Value

₹50,000

Closing Date

15 Sept 2025, 2:30 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer

Address

Office of the Superintending Engineer, PWD Roads , North Circle, Kozhikode

Work Description

GENERAL RM 2025 26 RC 2 Phase 1 Zone II One year Running Contract for various PWD roads under road section Badiyaduka in Kasaragod District 5 roads stretches for a length of 23.05 km General Civil work

Tender Information

Tender ID

2025_PWD_792992_1

Reference Number

PWD/RB/TR/18520/2024_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

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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)

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

21 Oct 2025

Published

30 Aug 2025

Bid Opening

17 Sept 2025

Download Starts

30 Aug 2025

Download Ends

15 Sept 2025

Submission Starts

30 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_1309004.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

ZAYN INFRASTRUCTURE PRIVATE LIMITED

L1₹90.6 LAccepted-AOC

ABDUL KHADER B A

L2₹92.2 L+₹1.7 L (1.84%)Rejected-Finance

Sl No	Description	Qty	Unit	ABDUL KHADER B A L2	ZAYN INFRASTRUCTURE PRIVATE LIMITED L1
1.00Initial Rectification
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	216.55	cum	47.6 ₹10,307.78	46.72 ₹10,117.22 Lowest
1.00	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	60	cum	3,266 ₹1,95,960	3,205.72 ₹1,92,343.2 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	162.41	cum	3,200 ₹5,19,721.6	3,140.21 ₹5,10,010.93 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.	162.41	cum	3,324 ₹5,39,860.81	3,262.65 ₹5,29,896.77 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.	1,082.75	sqm	61 ₹66,047.75	59.69 ₹64,629.35 Lowest
1.01	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.	16,397	sqm	11.7 ₹1,91,844.9	11.57 ₹1,89,713.29 Lowest
1.01	OD195112/2024-2025:Mixed seal surfacing providing and rolling of close graded pre mix surfacing material of 20 mm thickness composed of 11.2mm to 9mm (type A)aggregate using Bitumen VG-30 to required line graded and and level to serve as wearing course on previouslyprepared base , included mixed in suitable plantand rolling with the static roller 8-10 KN and finishingtorequired level and gread as per tecchniqual specification	16,397	sqm	269 ₹44,10,793	263.9 ₹43,27,168.3 Lowest
2.00Premonsoon work
2.00	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	13.52	Hectare	48,414 ₹6,54,557.28	47,510.49 ₹6,42,341.82 Lowest

Sl No

Description

Qty

Unit

ABDUL KHADER B A

ZAYN INFRASTRUCTURE PRIVATE LIMITED

1.00Initial Rectification

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

216.55

cum

47.6

₹10,307.78

46.72

₹10,117.22

Lowest

1.00

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

cum

3,266

₹1,95,960

3,205.72

₹1,92,343.2

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

162.41

cum

3,200

₹5,19,721.6

3,140.21

₹5,10,010.93

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.

162.41

cum

3,324

₹5,39,860.81

3,262.65

₹5,29,896.77

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.

1,082.75

sqm

₹66,047.75

59.69

₹64,629.35

Lowest

1.01

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.

16,397

sqm

11.7

₹1,91,844.9

11.57

₹1,89,713.29

Lowest

1.01

OD195112/2024-2025:Mixed seal surfacing providing and rolling of close graded pre mix surfacing material of 20 mm thickness composed of 11.2mm to 9mm (type A)aggregate using Bitumen VG-30 to required line graded and and level to serve as wearing course on previouslyprepared base , included mixed in suitable plantand rolling with the static roller 8-10 KN and finishingtorequired level and gread as per tecchniqual specification

16,397

sqm

269

₹44,10,793

263.9

₹43,27,168.3

Lowest

2.00Premonsoon work

2.00

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

13.52

Hectare

48,414

₹6,54,557.28

47,510.49

₹6,42,341.82

Lowest