Kerala

AOC

Works

Civil Works - Roads

Annual Plan-Proj-102/26 Valiyaparambil Eetholachankandy road concrete -ward-14 / Naduvannur GP

Local Self Government Department

Naduvannur GP | Kozhikode, Kerala

Amount: ₹7.3 LCloses: 10 Feb 2026Closed

Bids

Item Rate

3 Bids15 May 2026

#	Company	Amount	Rank	Status
1	L1₹5.4 LAccepted-AOC KERALA KL \| WAYANAD \| KERALA \| 670644	₹5.4 L	L1	Accepted-AOC L1
2	L2₹6.0 LRejected-AOC POTHUKAL PO MALAPPURAM KERALA \| MALAPPURAM \| KERALA \| 679334	₹6.0 L	L2	Rejected-AOC L2
3	L3₹6.1 LRejected-AOC	₹6.1 L	L3	Rejected-AOC L3

BoQ Line Items

Line Items (3)

Sl No	Description	Qty	Unit	AMEER L3	RAMSHID. K.K L1	ABDURAHIMAN L2
1.00Road concrete
1.00	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.	67.45	cum	12.43 ₹838.47	10.92 ₹736.61	12.11 ₹816.88
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	44.97	cum	2,569.25 ₹1.2 L	2,270.85 ₹1.0 L	2,516.71 ₹1.1 L
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)	67.45	cum	7,335 ₹4.9 L	6,482.94 ₹4.4 L	7,184.82 ₹4.8 L

Tender Value

₹7.3 L

EMD Value

₹18,298

Closing Date

10 Feb 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant engineer

Address

Assistant engineer naduvannur GP

Work Description

road

Tender Information

Tender ID

2026_LSGD_832710_1

Reference Number

64/AE/LSGD/NDR/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Period of Work

180 days

Location

Naduvannur GP

Source Website

Subscribe to view

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

₹1,615

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹18,298

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 May 2026

Published

3 Feb 2026

Bid Opening

12 Feb 2026

Download Starts

3 Feb 2026

Download Ends

10 Feb 2026

Submission Starts

3 Feb 2026

BOQ Preview

•

Road concrete

•

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.

•

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

•

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)

•

Please Enable Macros to View BoQ information

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1399862.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

102bid26.pdf

Tender Documents • 1.74 MB

BOQ_1399862.xls

BOQ • 0.30 MB

Ready to Participate?

Download all tender documents and submit your bid