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Annual Plan-Nilambur Municipality 2026-27- Project No 159-27-Manavedhan High School road-Improvements- in ward No 3 and 4

Local Self Government Department

Nilambur Municipality | Malappuram, Kerala

Amount: ₹21.2 LCloses: 6 Oct 20266d 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 pm6d left

Tender Inviting Organisation

Name

Assistant Engineer-Nilambur Municipality

Address

Office of Assistant engineer Nilambur Municipality 679329

Work Description

Annual Plan-Nilambur Municipality 2026-27- Project No 159-27 Manavedhan High School road-Improvements- in ward No 3 and 4

Tender Information

Tender ID

2026_LSGD_874216_1

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

180 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 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road improvements- Paving interlocking tiles
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.	1,416.9	sqm	-	-
1.002	OD205837/2026-2027:(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. All kinds of soil	37.95	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.	158.65	cum	-	-
1.004	OD225944/2026-2027: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.	1,452.5	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)	25.04	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.06	tonne	-	-
1.007	OD202724/2026-2027:(OD from DAR 2.8.1)- Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil	4.42	cum	-	-
1.008	OD200405/2026-2027:OD From MORD 11.4.1.1]- Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and Technical specifications Clause 802,803,1202&1203I. P.C.C grade M10 Nominal mix 1:3:6 (excluding formwork)	0.44	cum	-	-
1.009	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	1.7	cum	-	-

Documents

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

BOQ_1483423.xls

BOQ • 0.31 MB

viewsbd.pdf

Tender Documents • 1.73 MB

TENDERFORMS_AFFIDAVIT.pdf

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TENDERFORMS_EPAYMENT.pdf

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TENDERFORMS_PRELIMINARYAGREEMENT.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road improvements- Paving interlocking tiles
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.	1,416.9	sqm	-	-
1.002	OD205837/2026-2027:(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. All kinds of soil	37.95	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.	158.65	cum	-	-
1.004	OD225944/2026-2027: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.	1,452.5	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)	25.04	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.06	tonne	-	-
1.007	OD202724/2026-2027:(OD from DAR 2.8.1)- Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil	4.42	cum	-	-
1.008	OD200405/2026-2027:OD From MORD 11.4.1.1]- Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and Technical specifications Clause 802,803,1202&1203I. P.C.C grade M10 Nominal mix 1:3:6 (excluding formwork)	0.44	cum	-	-
1.009	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	1.7	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road improvements- Paving interlocking tiles

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.

1,416.9

sqm

1.002

OD205837/2026-2027:(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. All kinds of soil

37.95

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. (ii) Using Gravel mix soil.

158.65

cum

1.004

OD225944/2026-2027: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.

1,452.5

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 III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

25.04

cum

1.006

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.06

tonne

1.007

OD202724/2026-2027:(OD from DAR 2.8.1)- Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

4.42

cum

1.008

OD200405/2026-2027:OD From MORD 11.4.1.1]- Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and Technical specifications Clause 802,803,1202&1203I. P.C.C grade M10 Nominal mix 1:3:6 (excluding formwork)

0.44

cum

1.009

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

1.7

cum