Kerala

AOC

Works

Civil Works - Roads

Tirur Chamravattom road b/w km 5/10 to 8/150 and 11/100 to 11/600

Public Works Department

Malappuram, Kerala

Amount: ₹4.2 CrCloses: 17 Oct 2025Closed

Timeline

Published6 Oct 2025
Closed17 Oct 2025
Awarded6 Nov 2025

Bids

Item Rate

2 Bids6 Nov 2025

#	Company	Amount	Rank	Status
1	Malabar Tech L1₹4.0 CrAccepted-AOC	₹4.0 Cr	L1	Accepted-AOC AOC
2	MALABAR ASSOCIATES L2₹4.4 Cr+₹45.0 L (11.3%)Rejected-Finance	₹4.4 Cr+₹45.0 L (11.3%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (31)

Sl No	Description	Qty	Unit	Malabar Tech L1	MALABAR ASSOCIATES L2
1.00Road Surface
1.00	3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.	1,159.2	cum	68 ₹78,825.6 Lowest	70 ₹81,144
1.00	3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.	396.8	cum	90 ₹35,712 Lowest	95 ₹37,696
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.	2,211	cum	2,900 ₹64,11,900 Lowest	3,500 ₹77,38,500
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.	12,940	sqm	63 ₹8,15,220 Lowest	66 ₹8,54,040
1.00	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.	12,600	sqm	13 ₹1,63,800 Lowest	14.5 ₹1,82,700
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.	37,120	sqm	12 ₹4,45,440 Lowest	13 ₹4,82,560
1.01	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)	1,310	cum	8,400 ₹1,10,04,000 Lowest	9,200 ₹1,20,52,000
1.01	55.24:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.4 percent of mix and filler, transporting the hotmix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause NO. 507 complete in all respects (using 7% shredded plastic) Grading - II (13.2 mm nominal size)	375.15	cum	13,000 ₹48,76,950 Lowest	14,150 ₹53,08,372.5
1.01	5.6.2.a:Providing and laying bituminous concrete 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( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)	380.85	cum	13,000 ₹49,51,050 Lowest	14,150 ₹53,89,027.5

Tender Value

₹4.2 Cr

EMD Value

₹1 L

Closing Date

17 Oct 2025, 2:00 pmClosed

Tender Inviting Organisation

Name

The Superintending Engineer, PWD, Roads , North Ci

Address

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

Work Description

GENERAL BUDGET 2025 26 Improvements to Tirur Chamravattom road Improvements to Tirur Chamravattom road b/w km 5/10 to 8/150 and 11/100 to 11/600 in Tavanur LAC in Malappuram dist General Civil Work

Tender Information

Tender ID

2025_PWD_806099_1

Reference Number

PWD/RB/TR/8804/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

Malappuram

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 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

₹8,270

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Nov 2025

Published

6 Oct 2025

Bid Opening

21 Oct 2025

Download Starts

6 Oct 2025

Download Ends

17 Oct 2025

Submission Starts

6 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

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

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Company

Malabar Tech

L1₹4.0 CrAccepted-AOC

MALABAR ASSOCIATES

L2₹4.4 Cr+₹45.0 L (11.3%)Rejected-Finance

Sl No	Description	Qty	Unit	Malabar Tech L1	MALABAR ASSOCIATES L2
1.00Road Surface
1.00	3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.	1,159.2	cum	68 ₹78,825.6 Lowest	70 ₹81,144
1.00	3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.	396.8	cum	90 ₹35,712 Lowest	95 ₹37,696
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.	2,211	cum	2,900 ₹64,11,900 Lowest	3,500 ₹77,38,500
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.	12,940	sqm	63 ₹8,15,220 Lowest	66 ₹8,54,040
1.00	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.	12,600	sqm	13 ₹1,63,800 Lowest	14.5 ₹1,82,700
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.	37,120	sqm	12 ₹4,45,440 Lowest	13 ₹4,82,560
1.01	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)	1,310	cum	8,400 ₹1,10,04,000 Lowest	9,200 ₹1,20,52,000
1.01	55.24:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.4 percent of mix and filler, transporting the hotmix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause NO. 507 complete in all respects (using 7% shredded plastic) Grading - II (13.2 mm nominal size)	375.15	cum	13,000 ₹48,76,950 Lowest	14,150 ₹53,08,372.5
1.01	5.6.2.a:Providing and laying bituminous concrete 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( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)	380.85	cum	13,000 ₹49,51,050 Lowest	14,150 ₹53,89,027.5

Sl No

Description

Qty

Unit

Malabar Tech

MALABAR ASSOCIATES

1.00Road Surface

1.00

3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.

1,159.2

cum

₹78,825.6

Lowest

₹81,144

1.00

3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

396.8

cum

₹35,712

Lowest

₹37,696

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.

2,211

cum

2,900

₹64,11,900

Lowest

3,500

₹77,38,500

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.

12,940

sqm

₹8,15,220

Lowest

₹8,54,040

1.00

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.

12,600

sqm

₹1,63,800

Lowest

14.5

₹1,82,700

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.

37,120

sqm

₹4,45,440

Lowest

₹4,82,560

1.01

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)

1,310

cum

8,400

₹1,10,04,000

Lowest

9,200

₹1,20,52,000

1.01

55.24:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.4 percent of mix and filler, transporting the hotmix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause NO. 507 complete in all respects (using 7% shredded plastic) Grading - II (13.2 mm nominal size)

375.15

cum

13,000

₹48,76,950

Lowest

14,150

₹53,08,372.5

1.01

5.6.2.a:Providing and laying bituminous concrete 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( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)

380.85

cum

13,000

₹49,51,050

Lowest

14,150

₹53,89,027.5