Kerala

Financial Eval

Works

Civil Works - Roads

GENERAL RP 2025 26 Improvements to Villiapally Edacheri Iringannur road from Ch 3 100 to 3 500 in Vatakara LAC in Kozhikode District General Civil Work

Public Works Department

Villiappally edacheri iringannur | Kozhikode, Kerala

Amount: ₹1.0 CrCloses: 30 Oct 2025Closed

Timeline

Published23 Oct 2025
Closed30 Oct 2025
Technical Evaluation13 Nov 2025
Financial Evaluation13 Nov 2025
Award—

Bids

Item Rate

3 Bids13 Nov 2025

#	Company	Amount	Rank	Status
1	THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L1₹1.1 CrAccepted-Finance KANNUR \| KERALA \| 670001	₹1.1 Cr	L1	Accepted-Finance L1
2	B ABDUL RAHIMAN L2₹1.1 Cr−₹1.5 L (1.35%)Rejected-Finance	₹1.1 Cr−₹1.5 L (1.35%)	L2	Rejected-Finance L2
3	ABDULLA KUNHI A L3₹1.1 Cr+₹4.5 L (4.08%)Rejected-Finance	₹1.1 Cr+₹4.5 L (4.08%)	L3	Rejected-Finance L3

BoQ Comparative

Line Items (37)

Sl No	Description	Qty	Unit	THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L2	B ABDUL RAHIMAN L1	ABDULLA KUNHI A L3
1.001.ROAD WORK
1.00	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	0.04	Hectare	50,450 ₹2,018	50,000 ₹2,000 Lowest	52,750 ₹2,110
1.00	2.1.1:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 300 mm to 600 mm	10	each	2,300 ₹23,000	700 ₹7,000 Lowest	738.5 ₹7,385
1.00	2.1.2:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 600 mm to 900 mm	10	each	3,450 ₹34,500	1,500 ₹15,000 Lowest	1,582.5 ₹15,825
1.00	2.1.3:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 900 mm to 1800 mm	10	each	5,750 ₹57,500	2,500 ₹25,000 Lowest	2,637.5 ₹26,375
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	1,520	sqm	20 ₹30,400	6 ₹9,120 Lowest	6.33 ₹9,621.6
1.01	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	240	cum	242 ₹58,080	60 ₹14,400 Lowest	63.3 ₹15,192
1.01	OD77701/2025-2026:Filling with granular material in the areas where the soil is of slushy in nature to achieve adequate bearing capacity and as a drainage layer laid in line and level compacted with plate vibrator etc complete as per Technical specification and as directed by the engineer in charge( derived from 13.9.A)	168	cum	2,700 ₹4,53,600	2,250 ₹3,78,000 Lowest	2,373.75 ₹3,98,790
1.01	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	458	cum	3,200 ₹14,65,600 Lowest	3,500 ₹16,03,000	3,692.5 ₹16,91,165
1.01	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.	337.5	cum	3,317 ₹11,19,487.5 Lowest	3,550 ₹11,98,125	3,745.25 ₹12,64,021.88

Tender Value

₹1.0 Cr

EMD Value

₹50,000

Closing Date

30 Oct 2025, 2:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer

Address

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

Work Description

GSB WMM BM and BC Culvert and drainage road protection work road safety measures etc

Tender Information

Tender ID

2025_PWD_813584_1

Reference Number

PWD/RB/TR/12038/2025_5_1_1/2

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

120 days

Location

Villiappally edacheri iringannur

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

₹5,515

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

13 Nov 2025

Published

23 Oct 2025

Bid Opening

1 Nov 2025

Download Starts

23 Oct 2025

Download Ends

30 Oct 2025

Submission Starts

23 Oct 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

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.04 MB

Work Item Documents

bid.pdf

Tender Documents • 1.63 MB

BOQ_1360322.xls

BOQ • 0.33 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

L1₹1.1 CrAccepted-Finance

KANNUR | KERALA | 670001

B ABDUL RAHIMAN

L2₹1.1 Cr−₹1.5 L (1.35%)Rejected-Finance

ABDULLA KUNHI A

L3₹1.1 Cr+₹4.5 L (4.08%)Rejected-Finance

Sl No	Description	Qty	Unit	THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L2	B ABDUL RAHIMAN L1	ABDULLA KUNHI A L3
1.001.ROAD WORK
1.00	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	0.04	Hectare	50,450 ₹2,018	50,000 ₹2,000 Lowest	52,750 ₹2,110
1.00	2.1.1:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 300 mm to 600 mm	10	each	2,300 ₹23,000	700 ₹7,000 Lowest	738.5 ₹7,385
1.00	2.1.2:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 600 mm to 900 mm	10	each	3,450 ₹34,500	1,500 ₹15,000 Lowest	1,582.5 ₹15,825
1.00	2.1.3:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 900 mm to 1800 mm	10	each	5,750 ₹57,500	2,500 ₹25,000 Lowest	2,637.5 ₹26,375
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	1,520	sqm	20 ₹30,400	6 ₹9,120 Lowest	6.33 ₹9,621.6
1.01	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	240	cum	242 ₹58,080	60 ₹14,400 Lowest	63.3 ₹15,192
1.01	OD77701/2025-2026:Filling with granular material in the areas where the soil is of slushy in nature to achieve adequate bearing capacity and as a drainage layer laid in line and level compacted with plate vibrator etc complete as per Technical specification and as directed by the engineer in charge( derived from 13.9.A)	168	cum	2,700 ₹4,53,600	2,250 ₹3,78,000 Lowest	2,373.75 ₹3,98,790
1.01	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	458	cum	3,200 ₹14,65,600 Lowest	3,500 ₹16,03,000	3,692.5 ₹16,91,165
1.01	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.	337.5	cum	3,317 ₹11,19,487.5 Lowest	3,550 ₹11,98,125	3,745.25 ₹12,64,021.88

Sl No

Description

Qty

Unit

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

B ABDUL RAHIMAN

ABDULLA KUNHI A

1.001.ROAD WORK

1.00

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

0.04

Hectare

50,450

₹2,018

50,000

₹2,000

Lowest

52,750

₹2,110

1.00

2.1.1:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 300 mm to 600 mm

each

2,300

₹23,000

700

₹7,000

Lowest

738.5

₹7,385

1.00

2.1.2:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 600 mm to 900 mm

each

3,450

₹34,500

1,500

₹15,000

Lowest

1,582.5

₹15,825

1.00

2.1.3:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 900 mm to 1800 mm

each

5,750

₹57,500

2,500

₹25,000

Lowest

2,637.5

₹26,375

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

1,520

sqm

₹30,400

₹9,120

Lowest

6.33

₹9,621.6

1.01

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

240

cum

242

₹58,080

₹14,400

Lowest

63.3

₹15,192

1.01

OD77701/2025-2026:Filling with granular material in the areas where the soil is of slushy in nature to achieve adequate bearing capacity and as a drainage layer laid in line and level compacted with plate vibrator etc complete as per Technical specification and as directed by the engineer in charge( derived from 13.9.A)

168

cum

2,700

₹4,53,600

2,250

₹3,78,000

Lowest

2,373.75

₹3,98,790

1.01

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

458

cum

3,200

₹14,65,600

Lowest

3,500

₹16,03,000

3,692.5

₹16,91,165

1.01

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.

337.5

cum

3,317

₹11,19,487.5

Lowest

3,550

₹11,98,125

3,745.25

₹12,64,021.88