Kerala

AOC

Works

Civil Works - Roads

BC overlay to Vilayur Kaipuram road Km 0/000 to 10/600 in Pattambi LAC General Civil Work

Public Works Department

Palakkad, Kerala

Amount: ₹4.9 CrCloses: 15 Oct 2025Closed

Timeline

Published29 Sept 2025
Closed15 Oct 2025
Awarded13 Nov 2025

Bids

Item Rate

2 Bids13 Nov 2025

#	Company	Amount	Rank	Status
1	ABDUL BASHEER L1₹5.3 CrAccepted-AOC	₹5.3 Cr	L1	Accepted-AOC L1
2	MAHSHOOK M. L2₹5.6 Cr+₹24.7 L (4.64%)Rejected-AOC	₹5.6 Cr+₹24.7 L (4.64%)	L2	Rejected-AOC L2

BoQ Comparative

Line Items (39)

Sl No	Description	Qty	Unit	MAHSHOOK M. L2	ABDUL BASHEER L1
1.00Road work
1.00	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	20.25	cum	2,942.53 ₹59,586.23	2,812.03 ₹56,943.61 Lowest
1.00	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	20.25	cum	6,426.79 ₹1,30,142.5	6,141.77 ₹1,24,370.84 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	178.5	cum	4,133.93 ₹7,37,906.51	3,950.6 ₹7,05,182.1 Lowest
1.00	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	600	sqm	7.08 ₹4,248	6.77 ₹4,062 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.	157.5	cum	4,203.73 ₹6,62,087.48	4,017.31 ₹6,32,726.33 Lowest
1.01	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.	1,050	sqm	72.62 ₹76,251	69.4 ₹72,870 Lowest
1.01	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.	5,782.5	sqm	17.1 ₹98,880.75	16.34 ₹94,486.05 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.	63,023.5	sqm	14.12 ₹8,89,891.82	13.5 ₹8,50,817.25 Lowest
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)	289.12	cum	10,379.12 ₹30,00,863.07	9,918.83 ₹28,67,781.72 Lowest

Tender Value

₹4.9 Cr

EMD Value

₹1 L

Closing Date

15 Oct 2025, 2:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer, PWD Roads NC

Address

O/o The Superintending Engineer, PWD Roads North Circle, Kozhikode

Work Description

GENERAL RP 2023_24 BC overlay to Vilayur Kaipuram road Km 0/000 to 10/600 in Pattambi LAC General Civil Work

Tender Information

Tender ID

2025_PWD_804107_1

Reference Number

PWD/RB/TR/16942/2023_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Palakkad

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

₹8,270

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

13 Nov 2025

Published

29 Sept 2025

Bid Opening

17 Oct 2025

Download Starts

29 Sept 2025

Download Ends

15 Oct 2025

Submission Starts

29 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

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

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Company

ABDUL BASHEER

L1₹5.3 CrAccepted-AOC

MAHSHOOK M.

L2₹5.6 Cr+₹24.7 L (4.64%)Rejected-AOC

Sl No	Description	Qty	Unit	MAHSHOOK M. L2	ABDUL BASHEER L1
1.00Road work
1.00	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	20.25	cum	2,942.53 ₹59,586.23	2,812.03 ₹56,943.61 Lowest
1.00	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	20.25	cum	6,426.79 ₹1,30,142.5	6,141.77 ₹1,24,370.84 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	178.5	cum	4,133.93 ₹7,37,906.51	3,950.6 ₹7,05,182.1 Lowest
1.00	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	600	sqm	7.08 ₹4,248	6.77 ₹4,062 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.	157.5	cum	4,203.73 ₹6,62,087.48	4,017.31 ₹6,32,726.33 Lowest
1.01	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.	1,050	sqm	72.62 ₹76,251	69.4 ₹72,870 Lowest
1.01	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.	5,782.5	sqm	17.1 ₹98,880.75	16.34 ₹94,486.05 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.	63,023.5	sqm	14.12 ₹8,89,891.82	13.5 ₹8,50,817.25 Lowest
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)	289.12	cum	10,379.12 ₹30,00,863.07	9,918.83 ₹28,67,781.72 Lowest

Sl No

Description

Qty

Unit

MAHSHOOK M.

ABDUL BASHEER

1.00Road work

1.00

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

20.25

cum

2,942.53

₹59,586.23

2,812.03

₹56,943.61

Lowest

1.00

55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.

20.25

cum

6,426.79

₹1,30,142.5

6,141.77

₹1,24,370.84

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

178.5

cum

4,133.93

₹7,37,906.51

3,950.6

₹7,05,182.1

Lowest

1.00

3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

600

sqm

7.08

₹4,248

6.77

₹4,062

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.

157.5

cum

4,203.73

₹6,62,087.48

4,017.31

₹6,32,726.33

Lowest

1.01

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.

1,050

sqm

72.62

₹76,251

69.4

₹72,870

Lowest

1.01

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.

5,782.5

sqm

17.1

₹98,880.75

16.34

₹94,486.05

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.

63,023.5

sqm

14.12

₹8,89,891.82

13.5

₹8,50,817.25

Lowest

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)

289.12

cum

10,379.12

₹30,00,863.07

9,918.83

₹28,67,781.72

Lowest