Kerala

Financial BO

Works

Civil Works - Roads

Annual plan Niramaruthur GP Project 90 Improvments to Kalari Edavazhi road ward 13

Local Self Government Department

NIRAMARUTHUR | Malappuram, Kerala

Amount: ₹3.4 LCloses: 17 Sept 2026Closed

Timeline

Published9 Sept 2026
Closed17 Sept 2026
Financial Evaluation—
Award—

Bids

Item Rate

3 Bids19 Sept 2026

#	Company	Amount	Rank	Status
1	MUHAMMED FAISAL L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance AG AD STAMP VENDOR MANJERI	₹2.5 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	K V Shamsu L2₹2.9 L+₹35,250.28 (14.0%)Admitted-Fee/PreQual/Technical/Finance ASSISTANT ENGINEER LID EW SECTION VALAVANNUR VALAVANNUR GRAMA PANCHAYATH \| KOTTAYAM \| KERALA \| 686102	₹2.9 L+₹35,250.28 (14.0%)	L2	Admitted-Fee/PreQual/Technical/Finance
3	MUJEEB M K L3₹3.2 L+₹67,460.24 (26.8%)Admitted-Fee/PreQual/Technical/Finance	₹3.2 L+₹67,460.24 (26.8%)	L3	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (3)

Sl No	Description	Qty	Unit	MUJEEB M K L3	K V Shamsu L2	MUHAMMED FAISAL L1
1.00Road Work
1.00	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	9.18	cum	1,621 ₹14,880.78	1,458 ₹13,384.44	130 ₹1,193.4 Lowest
1.00	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	11.93	cum	2,907 ₹34,665.98	2,615 ₹31,183.88	2,393.63 ₹28,544.03 Lowest
1.00	OD79382/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	33.79	cum	7,981 ₹2,69,646.07	7,175 ₹2,42,414.55	6,570.63 ₹2,21,995.16 Lowest

Tender Value

₹3.4 L

EMD Value

₹8,446

Closing Date

17 Sept 2026, 2:00 pmClosed

Tender Inviting Organisation

Name

Assit Engineer

Address

Office of the Assit.Engineer LID and EW Section ,Niramarathur GP

Work Description

Annual plan Niramaruthur GP Project 90 Improvments to Kalari Edavazhi road ward 13

Tender Information

Tender ID

2026_LSGD_868332_3

Reference Number

2026-27/AE/LIDEW/NMR/PHASE-II

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

NIRAMARUTHUR

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹750

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,446

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Sept 2026

Published

9 Sept 2026

Bid Opening

19 Sept 2026

Download Starts

9 Sept 2026

Download Ends

17 Sept 2026

Submission Starts

9 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Work
1.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	9.18	cum	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	11.93	cum	-	-
1.003	OD79382/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	33.79	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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.24 MB

Work Item Documents

AFFIDA90.pdf

Tender Documents • 0.23 MB

SBD90.pdf

Tender Documents • 1.73 MB

PRILIMI90.pdf

Tender Documents • 0.25 MB

NIT90.pdf

Tender Documents • 0.04 MB

INTEGRI90.pdf

Tender Documents • 0.23 MB

FORM90.pdf

Tender Documents • 0.25 MB

ESTIMATE90.pdf

Tender Documents • 0.02 MB

EPAYMENT90.pdf

Tender Documents • 0.23 MB

BOQ_1470922.xls

BOQ • 0.30 MB

Ready to Participate?

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Company

MUHAMMED FAISAL

L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance

AG AD STAMP VENDOR MANJERI

K V Shamsu

L2₹2.9 L+₹35,250.28 (14.0%)Admitted-Fee/PreQual/Technical/Finance

ASSISTANT ENGINEER LID EW SECTION VALAVANNUR VALAVANNUR GRAMA PANCHAYATH | KOTTAYAM | KERALA | 686102

MUJEEB M K

L3₹3.2 L+₹67,460.24 (26.8%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	MUJEEB M K L3	K V Shamsu L2	MUHAMMED FAISAL L1
1.00Road Work
1.00	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	9.18	cum	1,621 ₹14,880.78	1,458 ₹13,384.44	130 ₹1,193.4 Lowest
1.00	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	11.93	cum	2,907 ₹34,665.98	2,615 ₹31,183.88	2,393.63 ₹28,544.03 Lowest
1.00	OD79382/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	33.79	cum	7,981 ₹2,69,646.07	7,175 ₹2,42,414.55	6,570.63 ₹2,21,995.16 Lowest

Sl No

Description

Qty

Unit

MUJEEB M K

K V Shamsu

MUHAMMED FAISAL

1.00Road Work

1.00

2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

9.18

cum

1,621

₹14,880.78

1,458

₹13,384.44

130

₹1,193.4

Lowest

1.00

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material

11.93

cum

2,907

₹34,665.98

2,615

₹31,183.88

2,393.63

₹28,544.03

Lowest

1.00

OD79382/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

33.79

cum

7,981

₹2,69,646.07

7,175

₹2,42,414.55

6,570.63

₹2,21,995.16

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Work
1.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	9.18	cum	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	11.93	cum	-	-
1.003	OD79382/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	33.79	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Work

1.001

9.18

cum

1.002

11.93

cum

1.003

33.79

cum