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Annual Plan-Annual Plan 2026-27 - Nilambur Municipality Project no 478 -27-Rajeev Gandhi Mini Byepass road -Rajive Gandhi Mini Byepass road-General Civil Work

Local Self Government Department

Nilambur Municipality | Malappuram, Kerala

Amount: ₹21.2 LCloses: 6 Oct 20265d left

Timeline

Published29 Sept 2026
Closes6 Oct 2026
Bid Opening8 Oct 2026

Tender Value

₹21.2 L

EMD Value

₹50,000

Closing Date

6 Oct 2026, 6:00 pm5d left

Tender Inviting Organisation

Name

Assistant Engineer-Nilambur Municipality

Address

Office of the Assistant Engineer-Nilambur Municipality

Work Description

Annual Plan-Annual Plan 2026-27 - Nilambur Municipality Project no 478 -27-Rajeev Gandhi Mini Byepass road -Rajive Gandhi Mini Byepass road-General Civil Work

Tender Information

Tender ID

2026_LSGD_874216_2

Reference Number

TN/AE/LSGD/NBR/03/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Nilambur Municipality

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredCOPY OF VALID CONTRACTOR LICENSE AND GST REGISTRATION (.pdf)

RequiredCOPY OF PAN CARD AND AADHAR CARD (.pdf)

RequiredCOPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredCOPY OF E - PAYMENT FORM (.pdf)

RequiredCOPY OF INTEGRITY PACT AND AFFIDAVIT (.pdf)

RequiredCOPY OF FORM OF TENDER (.pdf)

RequiredBID DOCUMENT (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹50,000

Important Dates

Last Activity

29 Sept 2026

Published

29 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

29 Sept 2026

Download Ends

6 Oct 2026

Submission Starts

29 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlocking works to Road
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	1,384.6	sqm	-	-
1.002	OD214201/2026-2027:OD From DAR 2.6.1 - Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.	692.3	cum	-	-
1.003	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.	138.46	cum	-	-
1.004	OD214203/2026-2027:OD 6.7.1- Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. above 50 mm bed of coarse aggregate	1,384.6	sqm	-	-
1.005	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	16.94	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.05 MB

Work Item Documents

BOQ_1483430.xls

BOQ • 0.30 MB

TENDERFORMS_AFFIDAVIT.pdf

Tender Documents • 0.28 MB

TENDERFORMS_EPAYMENT.pdf

Tender Documents • 0.35 MB

TENDERFORMS_FORMOFTENDER.pdf

Tender Documents • 0.18 MB

TENDERFORMS_INTEGRITYPACT.pdf

Tender Documents • 0.17 MB

TENDERFORMS_PRELIMINARYAGREEMENT.pdf

Tender Documents • 0.19 MB

TENDERFORMS_~$REFER.docx

Tender Documents • 0.00 MB

viewsbd.pdf

Tender Documents • 1.72 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlocking works to Road
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	1,384.6	sqm	-	-
1.002	OD214201/2026-2027:OD From DAR 2.6.1 - Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.	692.3	cum	-	-
1.003	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.	138.46	cum	-	-
1.004	OD214203/2026-2027:OD 6.7.1- Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. above 50 mm bed of coarse aggregate	1,384.6	sqm	-	-
1.005	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	16.94	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Interlocking works to Road

1.001

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

1,384.6

sqm

1.002

OD214201/2026-2027:OD From DAR 2.6.1 - Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.

692.3

cum

1.003

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.

138.46

cum

1.004

OD214203/2026-2027:OD 6.7.1- Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. above 50 mm bed of coarse aggregate

1,384.6

sqm

1.005

11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

16.94

cum