Tender ID

Kerala

Financial Eval

Works

Civil Works - Roads

GENERALBudget 2025 26 20 Provision Providing 40mm MSS to Chundaparamba Pooparamba Nellikutty Areekkamala Vellad Karuvanchal Road km 4 500 to 6 350 Chaliparmba junction to nellikutty town General Civil Work

Public Works Department

Nellikutty | Kannur, Kerala

Amount: ₹93.2 LCloses: 16 Sept 2025Closed

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Timeline

Published3 Sept 2025
Closed16 Sept 2025
Technical Evaluation30 Oct 2025
Financial Evaluation30 Oct 2025
Award—

Bids

Item Rate

2 Bids30 Oct 2025

#	Company	Amount	Rank	Status
1	Sajeer C V K L1₹86.7 LAccepted-Finance SHABANA MANZIL IRIKKUR \| IRIKKUR \| KANNUR \| KERALA	₹86.7 L	L1	Accepted-Finance l1
2	KP RADHAKRISHNAN Rejected-Technical	-	-	Rejected-Technical L2

BoQ Comparative

Line Items (27)

Sl No	Description	Qty	Unit	KP RADHAKRISHNAN L2	Sajeer C V K L1
1.00Appendix A Improvement to the carriage way
1.00	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	0.38	Hectare	52,192.68 ₹19,572.26	51,093.88 ₹19,160.21 Lowest
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	63	cum	46.87 ₹2,952.81	45.89 ₹2,891.07 Lowest
1.00	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	76.64	cum	2,346.22 ₹1,79,818.99	2,296.82 ₹1,76,032.88 Lowest
1.00	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	99.75	cum	2,268.72 ₹2,26,304.82	2,220.96 ₹2,21,540.76 Lowest
1.00	55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	89.05	cum	2,822.85 ₹2,51,374.79	2,763.42 ₹2,46,082.55 Lowest
1.01	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.	10.7	cum	5,065.9 ₹54,205.13	4,959.25 ₹53,063.98 Lowest
1.01	55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	76.64	cum	8,589.23 ₹6,58,295.77	8,408.4 ₹6,44,436.59 Lowest
1.01	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	3,750	sqm	5.66 ₹21,225	5.54 ₹20,775 Lowest
1.01	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	63	cum	3,129.4 ₹1,97,152.2	3,063.52 ₹1,93,001.76 Lowest

Tender Value

₹93.2 L

EMD Value

₹50,000

Closing Date

16 Sept 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

The Superintending Engineer, PWD, Roads , North Ci

Address

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

Work Description

GENERALBudget 2025 26 20 Provision Providing 40mm MSS to Chundaparamba Pooparamba Nellikutty Areekkamala Vellad Karuvanchal Road km 4 500 to 6 350 Chaliparmba junction to nellikutty town General Civil Work

Tender Information

Tender ID

2025_PWD_787145_2

Reference Number

PWD/RB/TR/4359/2025_5_1_1/2

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

Nellikutty

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

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Oct 2025

Published

3 Sept 2025

Bid Opening

18 Sept 2025

Download Starts

3 Sept 2025

Download Ends

16 Sept 2025

Submission Starts

3 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

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

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Company

Sajeer C V K

L1₹86.7 LAccepted-Finance

SHABANA MANZIL IRIKKUR | IRIKKUR | KANNUR | KERALA

KP RADHAKRISHNAN

Rejected-Technical

Sl No	Description	Qty	Unit	KP RADHAKRISHNAN L2	Sajeer C V K L1
1.00Appendix A Improvement to the carriage way
1.00	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	0.38	Hectare	52,192.68 ₹19,572.26	51,093.88 ₹19,160.21 Lowest
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	63	cum	46.87 ₹2,952.81	45.89 ₹2,891.07 Lowest
1.00	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	76.64	cum	2,346.22 ₹1,79,818.99	2,296.82 ₹1,76,032.88 Lowest
1.00	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	99.75	cum	2,268.72 ₹2,26,304.82	2,220.96 ₹2,21,540.76 Lowest
1.00	55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	89.05	cum	2,822.85 ₹2,51,374.79	2,763.42 ₹2,46,082.55 Lowest
1.01	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.	10.7	cum	5,065.9 ₹54,205.13	4,959.25 ₹53,063.98 Lowest
1.01	55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	76.64	cum	8,589.23 ₹6,58,295.77	8,408.4 ₹6,44,436.59 Lowest
1.01	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	3,750	sqm	5.66 ₹21,225	5.54 ₹20,775 Lowest
1.01	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	63	cum	3,129.4 ₹1,97,152.2	3,063.52 ₹1,93,001.76 Lowest

Sl No

Description

Qty

Unit

KP RADHAKRISHNAN

Sajeer C V K

1.00Appendix A Improvement to the carriage way

1.00

2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area

0.38

Hectare

52,192.68

₹19,572.26

51,093.88

₹19,160.21

Lowest

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

cum

46.87

₹2,952.81

45.89

₹2,891.07

Lowest

1.00

55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

76.64

cum

2,346.22

₹1,79,818.99

2,296.82

₹1,76,032.88

Lowest

1.00

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

99.75

cum

2,268.72

₹2,26,304.82

2,220.96

₹2,21,540.76

Lowest

1.00

55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

89.05

cum

2,822.85

₹2,51,374.79

2,763.42

₹2,46,082.55

Lowest

1.01

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.

10.7

cum

5,065.9

₹54,205.13

4,959.25

₹53,063.98

Lowest

1.01

55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

76.64

cum

8,589.23

₹6,58,295.77

8,408.4

₹6,44,436.59

Lowest

1.01

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

3,750

sqm

5.66

₹21,225

5.54

₹20,775

Lowest

1.01

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

cum

3,129.4

₹1,97,152.2

3,063.52

₹1,93,001.76

Lowest