Kerala

Financial BO

Works

Civil Works - Roads

OMASSERY GP PR NO. 262/27 MUNDUPARA OTHAYAMANGALAM ROAD CONCRETE -WARD 8

Local Self Government Department

OMASSERY | Kozhikode, Kerala

Amount: ₹1.4 LCloses: 16 Sept 202614 Sept 2026Closed

Timeline

Published7 Sept 2026
Closed16 Sept 2026
Financial Evaluation—
Award—

Bids

Item Rate

2 Bids17 Sept 2026

#	Company	Amount	Rank	Status
1	P.P Ibrahim L1₹1.1 LAdmitted-Fee/PreQual/Technical/Finance PARAPPURATH POYIL HOUSE MALAYAMMA PO NIT KOZHIKODE \| KOZHIKODE \| KOZHIKODE \| KERALA	₹1.1 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	JASID M E L2₹1.2 L+₹7,909.99 (7.09%)Admitted-Fee/PreQual/Technical/Finance KIZHIPARAMBA MALAPPURAM PIN 673639 \| MALAPPURAM \| MALAPPURAM \| KERALA \| 673639	₹1.2 L+₹7,909.99 (7.09%)	L2	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (3)

Sl No	Description	Qty	Unit	P.P Ibrahim L1	JASID M E L2
1.00Concrete work
1.00	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	27	cum	58 ₹1,566	55.47 ₹1,497.69 Lowest
1.00	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	6.75	cum	1,830 ₹12,352.5 Lowest	2,009.53 ₹13,564.33
1.00	75.8.1: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)	13.5	cum	7,230 ₹97,605 Lowest	7,731.22 ₹1,04,371.47

Corrigenda

Corrigendum

1 updatesLatest on 15 Sept 2026Submission Ends:14 Sept 202616 Sept 2026

Date changes

Download Ends14 Sept 202616 Sept 2026Submission Ends14 Sept 202616 Sept 2026

Tender Value

₹1.4 L

EMD Value

₹3,393

Closing Date

16 Sept 2026, 10:00 amClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

OMASSERY

Work Description

CIVIL WORK

Tender Information

Tender ID

2026_LSGD_867987_3

Reference Number

E TENDER 01/2026 27/AE/LID EW/OMY

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

OMASSERY

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSCANNED DOCUMENT OF PA (.pdf)

RequiredSCANNED DOCUMENT OF E PAYMENT (.pdf)

RequiredSCANNED DOCUMENT OF IP (.pdf)

RequiredSCANNED DOCUMENT OF AFFIDAVIT (.pdf)

RequiredSCANNED DOCUMENT OF FOT (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,393

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Sept 2026

Published

7 Sept 2026

Bid Opening

16 Sept 2026

Download Starts

7 Sept 2026

Download Ends

16 Sept 2026

Submission Starts

7 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concrete work
1.001	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	27	cum	-	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	6.75	cum	-	-
1.003	75.8.1: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)	13.5	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1470038.pdf

PDF

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 • 0.29 MB

Work Item Documents

BOQ_1470038.xls

BOQ • 0.30 MB

PA.xls

Corrigendum Documents

ETIME.pdf

PDF • 0.02 MB

Ready to Participate?

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Company

P.P Ibrahim

L1₹1.1 LAdmitted-Fee/PreQual/Technical/Finance

PARAPPURATH POYIL HOUSE MALAYAMMA PO NIT KOZHIKODE | KOZHIKODE | KOZHIKODE | KERALA

JASID M E

L2₹1.2 L+₹7,909.99 (7.09%)Admitted-Fee/PreQual/Technical/Finance

KIZHIPARAMBA MALAPPURAM PIN 673639 | MALAPPURAM | MALAPPURAM | KERALA | 673639

Sl No	Description	Qty	Unit	P.P Ibrahim L1	JASID M E L2
1.00Concrete work
1.00	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	27	cum	58 ₹1,566	55.47 ₹1,497.69 Lowest
1.00	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	6.75	cum	1,830 ₹12,352.5 Lowest	2,009.53 ₹13,564.33
1.00	75.8.1: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)	13.5	cum	7,230 ₹97,605 Lowest	7,731.22 ₹1,04,371.47

Sl No

Description

Qty

Unit

P.P Ibrahim

JASID M E

1.00Concrete work

1.00

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

cum

₹1,566

55.47

₹1,497.69

Lowest

1.00

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

6.75

cum

1,830

₹12,352.5

Lowest

2,009.53

₹13,564.33

1.00

75.8.1: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)

13.5

cum

7,230

₹97,605

Lowest

7,731.22

₹1,04,371.47

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concrete work
1.001	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	27	cum	-	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	6.75	cum	-	-
1.003	75.8.1: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)	13.5	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Concrete work

1.001

cum

1.002

6.75

cum

1.003

13.5

cum