Kerala

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Works

Civil Works - Roads

PMU RKI LSGD- Improvement of Vilanilam Pilakavu Road in Mananthawadi LAC Wayanad (Balance Work - Rearranged after termination) (e Quotation)

Local Self Government Department

Mananthavady Municipality | Wayanad, Kerala

Amount: ₹2.4 CrCloses: 13 Aug 2026Closed

Timeline

Published4 Aug 2026
Closed13 Aug 2026
Financial Evaluation—
Award—

Bids

Item Rate

2 Bids17 Aug 2026

#	Company	Amount	Rank	Status
1	Fahad Marakkar P P L1₹3.1 CrAdmitted-Fee/PreQual/Technical/Finance GROUND FLOOR KARAPARAMBA BRICK TOWN BUILDING KOZHIKODE 673010 \| KOZHIKODE \| KOZHIKODE \| KERALA \| 673010	₹3.1 Cr	L1	Admitted-Fee/PreQual/Technical/Finance
2	ABLE GROUP TRADING CONTRACTORS L2₹3.6 Cr+₹52.2 L (17.1%)Admitted-Fee/PreQual/Technical/Finance	₹3.6 Cr+₹52.2 L (17.1%)	L2	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (38)

Sl No	Description	Qty	Unit	ABLE GROUP TRADING CONTRACTORS L2	Fahad Marakkar P P L1
1.00Site Clearance and Dismantling
1.00	2.4.10.A : Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works - Up to 600 mm dia.	17	metre	482 ₹8,194 Lowest	575 ₹9,775
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 <br>	4,140	sqm	7.87 ₹32,581.8 Lowest	9 ₹37,260
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 <br> In area of light jungle - By Mechanical Means<br>	0.73	Hecter	69,496 ₹51,079.56	57,000 ₹41,895 Lowest
2.00Road Work
2.00	3.3 : Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	202	cum	225 ₹45,450 Lowest	250 ₹50,500
2.00	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.	177	cum	125.64 ₹22,238.28 Lowest	150 ₹26,550
2.00	od1312091/2021_2022 : Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with designed quantity of cement, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade <br> Cement Stabilisation for Improving Sub-grade - By Mechanical Means	1,230.75	cum	610 ₹7,50,757.5 Lowest	900 ₹11,07,675
2.00	3.18 : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2	291.28	cum	652 ₹1,89,915.86 Lowest	750 ₹2,18,461.5
2.00	4.2.A.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-III -For lower sub base - Mix in Place Method<br>	615.38	cum	4,000 ₹24,61,504 Lowest	4,000 ₹24,61,504 Lowest

Tender Value

₹2.4 Cr

EMD Value

₹1 L

Closing Date

13 Aug 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Project Director, PMU RKI

Address

Project Director, PMU RKI

Work Description

PMU RKI LSGD- Improvement of Vilanilam Pilakavu Road in Mananthawadi LAC Wayanad (Balance Work - Rearranged after termination) (e Quotation)

Tender Information

Tender ID

2026_LSGD_863873_1

Reference Number

A1 - 142/2020/PMULSGD dtd 01/08/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

Mananthavady Municipality

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical/Finance

RequiredSigned copy of SBD (.pdf)

RequiredSigned copy of addendum (.pdf)

Requiredpreliminary agreement in white paper (.pdf)

Requiredcopy of contractors license (.pdf)

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Aug 2026

Published

4 Aug 2026

Bid Opening

17 Aug 2026

Download Starts

4 Aug 2026

Download Ends

13 Aug 2026

Submission Starts

4 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (38 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Site Clearance and Dismantling
1.003	2.4.10.A : Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works - Up to 600 mm dia.	-	metre	-	-
1.004	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 <br>	-	sqm	-	-
1.005	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 <br> In area of light jungle - By Mechanical Means<br>	1	Hecter	-	-
2Road Work
2.001	3.3 : Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	-	cum	-	-
2.002	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.	-	cum	-	-
2.003	od1312091/2021_2022 : Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with designed quantity of cement, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade <br> Cement Stabilisation for Improving Sub-grade - By Mechanical Means	-	cum	-	-
2.004	3.18 : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2	0.8	cum	-	-
2.005	4.2.A.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-III -For lower sub base - Mix in Place Method<br>	0.4	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.19 MB

Work Item Documents

Addentum.pdf

Tender Documents • 0.30 MB

SBDvilanilam.pdf

Tender Documents • 2.42 MB

BOQ_1461481.xls

BOQ • 0.30 MB

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Company

Fahad Marakkar P P

L1₹3.1 CrAdmitted-Fee/PreQual/Technical/Finance

GROUND FLOOR KARAPARAMBA BRICK TOWN BUILDING KOZHIKODE 673010 | KOZHIKODE | KOZHIKODE | KERALA | 673010

ABLE GROUP TRADING CONTRACTORS

L2₹3.6 Cr+₹52.2 L (17.1%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	ABLE GROUP TRADING CONTRACTORS L2	Fahad Marakkar P P L1
1.00Site Clearance and Dismantling
1.00	2.4.10.A : Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works - Up to 600 mm dia.	17	metre	482 ₹8,194 Lowest	575 ₹9,775
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 <br>	4,140	sqm	7.87 ₹32,581.8 Lowest	9 ₹37,260
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 <br> In area of light jungle - By Mechanical Means<br>	0.73	Hecter	69,496 ₹51,079.56	57,000 ₹41,895 Lowest
2.00Road Work
2.00	3.3 : Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	202	cum	225 ₹45,450 Lowest	250 ₹50,500
2.00	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.	177	cum	125.64 ₹22,238.28 Lowest	150 ₹26,550
2.00	od1312091/2021_2022 : Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with designed quantity of cement, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade <br> Cement Stabilisation for Improving Sub-grade - By Mechanical Means	1,230.75	cum	610 ₹7,50,757.5 Lowest	900 ₹11,07,675
2.00	3.18 : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2	291.28	cum	652 ₹1,89,915.86 Lowest	750 ₹2,18,461.5
2.00	4.2.A.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-III -For lower sub base - Mix in Place Method<br>	615.38	cum	4,000 ₹24,61,504 Lowest	4,000 ₹24,61,504 Lowest

Sl No

Description

Qty

Unit

ABLE GROUP TRADING CONTRACTORS

Fahad Marakkar P P

1.00Site Clearance and Dismantling

1.00

2.4.10.A : Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works - Up to 600 mm dia.

metre

482

₹8,194

Lowest

575

₹9,775

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

4,140

sqm

7.87

₹32,581.8

Lowest

₹37,260

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

0.73

Hecter

69,496

₹51,079.56

57,000

₹41,895

Lowest

2.00Road Work

2.00

3.3 : Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

202

cum

225

₹45,450

Lowest

250

₹50,500

2.00

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.

177

cum

125.64

₹22,238.28

Lowest

150

₹26,550

2.00

od1312091/2021_2022 : Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with designed quantity of cement, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade Cement Stabilisation for Improving Sub-grade - By Mechanical Means

1,230.75

cum

610

₹7,50,757.5

Lowest

900

₹11,07,675

2.00

3.18 : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

291.28

cum

652

₹1,89,915.86

Lowest

750

₹2,18,461.5

2.00

4.2.A.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub base - Mix in Place Method

615.38

cum

4,000

₹24,61,504

Lowest

4,000

₹24,61,504

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Site Clearance and Dismantling
1.003	2.4.10.A : Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works - Up to 600 mm dia.	-	metre	-	-
1.004	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 <br>	-	sqm	-	-
1.005	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 <br> In area of light jungle - By Mechanical Means<br>	1	Hecter	-	-
2Road Work
2.001	3.3 : Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	-	cum	-	-
2.002	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.	-	cum	-	-
2.003	od1312091/2021_2022 : Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with designed quantity of cement, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade <br> Cement Stabilisation for Improving Sub-grade - By Mechanical Means	-	cum	-	-
2.004	3.18 : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2	0.8	cum	-	-
2.005	4.2.A.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-III -For lower sub base - Mix in Place Method<br>	0.4	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Site Clearance and Dismantling

1.003

2.4.10.A : Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works - Up to 600 mm dia.

metre

1.004

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

sqm

1.005

Hecter

2Road Work

2.001

cum

2.002

cum

2.003

cum

2.004

0.8

cum

2.005

0.4

cum