Kerala

Financial BO

Works

Civil Works - Roads

Proj-74/27-Kunnatharemmal palli vattakandi porayi road-ward-1-Naduvannur Gp

Local Self Government Department

Naduvannur GP | Kozhikode, Kerala

Amount: ₹4.2 LCloses: 3 Oct 2026Closed

Timeline

Published26 Sept 2026
Closed3 Oct 2026
Financial Evaluation—
Award—

Bids

Percentage

6 Bids5 Oct 2026

#	Company	Quoted %	Amount	Rank	Status
1	ANAPPARA ASSOCIATES AND DEVELOPERS PRIVATE LIMITED L1₹3.2 LAdmitted-Fee/PreQual/Technical/Finance L S G D UNNIKULAM \| KOZHIKODE \| KERALA \| 612906	-25.30%	₹3.2 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	RAMSHID. K.K L2₹3.3 L+₹12,694.97 (4.02%)Admitted-Fee/PreQual/Technical/Finance KERALA KL \| WAYANAD \| KERALA \| 670644	-22.30%	₹3.3 L+₹12,694.97 (4.02%)	L2	Admitted-Fee/PreQual/Technical/Finance
3	ABINJOSEPH L3₹3.3 L+₹16,926.63 (5.35%)Admitted-Fee/PreQual/Technical/Finance	-21.30%	₹3.3 L+₹16,926.63 (5.35%)	L3	Admitted-Fee/PreQual/Technical/Finance
4	SREENATH. M.C. L4₹3.4 L+₹20,058.06 (6.35%)Admitted-Fee/PreQual/Technical/Finance VISHNU PRABHA HOUSE KAVIL P O NADUVANNUR VIA KOYILANDY KOZHIKODE DISTRICT KERALA 673614 \| KOZHIKODE \| KERALA \| 673614	-20.56%	₹3.4 L+₹20,058.06 (6.35%)	L4	Admitted-Fee/PreQual/Technical/Finance
5	AMEER L5₹3.4 L+₹20,904.39 (6.61%)Admitted-Fee/PreQual/Technical/Finance	-20.36%	₹3.4 L+₹20,904.39 (6.61%)	L5	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹4.2 L

EMD Value

₹10,579

Closing Date

3 Oct 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant engineer

Address

Assistant engineer office naduvannur GP

Work Description

road

Tender Information

Tender ID

2026_LSGD_872845_1

Reference Number

16/AE/LSGD/NDR/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

Naduvannur GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredSigned copy of Preliminary agreement in plain paper in the form of VI (2) of SBD (.pdf)

RequiredScanned Copy of Valid Registration certificate (Contractor license) (.pdf)

RequiredTender Documents (SBD with NIT) downloaded from etender web site (.pdf)

RequiredSigned copy of Integrity Pact in the form of VI (3)of SBD, duly filled and signed (.pdf)

RequiredSigned copy of Affidavit in the form of (4) of SBD, duly filled and signed (.pdf)

RequiredSigned copy of Tender form in the form of VI (1) of SBD duly filled and signed (.pdf)

RequiredScanned Copy of PAN CARD and Aadhaar Card (.pdf)

RequiredScanned Copy of GST Registration (.pdf)

RequiredDuly filled and signed copyof Requisition for e-Payment in the form of VI (6) of SBD (.pdf)

RequiredQuoted Tender Schedule (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,579

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

5 Oct 2026

Published

26 Sept 2026

Bid Opening

5 Oct 2026

Download Starts

26 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road works
1.001	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	21.11	cum	14.81	₹312.68
1.002	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	18.68	cum	600.92	₹11,222.18
1.003	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	25.33	cum	3,077.04	₹77,926.04
1.004	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)	37.99	cum	8,784.48	₹3,33,704.83

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Bid Opening Summary

finance_1480399.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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

74bid27.pdf

Tender Documents • 1.75 MB

BOQ_1480399.xls

BOQ • 0.31 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

ANAPPARA ASSOCIATES AND DEVELOPERS PRIVATE LIMITED

L1₹3.2 LAdmitted-Fee/PreQual/Technical/Finance

L S G D UNNIKULAM | KOZHIKODE | KERALA | 612906

RAMSHID. K.K

L2₹3.3 L+₹12,694.97 (4.02%)Admitted-Fee/PreQual/Technical/Finance

KERALA KL | WAYANAD | KERALA | 670644

ABINJOSEPH

L3₹3.3 L+₹16,926.63 (5.35%)Admitted-Fee/PreQual/Technical/Finance

SREENATH. M.C.

L4₹3.4 L+₹20,058.06 (6.35%)Admitted-Fee/PreQual/Technical/Finance

VISHNU PRABHA HOUSE KAVIL P O NADUVANNUR VIA KOYILANDY KOZHIKODE DISTRICT KERALA 673614 | KOZHIKODE | KERALA | 673614

AMEER

L5₹3.4 L+₹20,904.39 (6.61%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road works
1.001	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	21.11	cum	14.81	₹312.68
1.002	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	18.68	cum	600.92	₹11,222.18
1.003	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	25.33	cum	3,077.04	₹77,926.04
1.004	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)	37.99	cum	8,784.48	₹3,33,704.83

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road works

1.001

3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

21.11

cum

14.81

₹312.68

1.002

3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

18.68

cum

600.92

₹11,222.18

1.003

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material

25.33

cum

3,077.04

₹77,926.04

1.004

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)

37.99

cum

8,784.48

₹3,33,704.83