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Annual Plan-SO442/27 Ambalakkulangara road balance portion interlocking ward 35,36 at Tirur Municipality-General Civil Work

Local Self Government Department

Tirur municipality | Malappuram, Kerala

Amount: ₹4.9 LCloses: 7 Oct 2026

Timeline

Published26 Sept 2026
Closes7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹4.9 L

EMD Value

₹12,288

Closing Date

7 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

Assistant Engineer

Address

The Assistant Engineer, LID and EW LSGD, Tirur Municipality

Work Description

Annual Plan-SO442/27 Ambalakkulangara road balance portion interlocking ward 35,36 at Tirur Municipality-General Civil Work

Tender Information

Tender ID

2026_LSGD_872757_4

Reference Number

02/Etender/2026-27/item rate

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

300 days

Location

Tirur municipality

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

Requiredpreliminary agreement (.pdf)

Requiredepayment form (.pdf)

RequiredIpact certificate (.pdf)

Requiredaffidavit (.pdf)

Requiredform of tender (.pdf)

RequiredSBD with NIT (.pdf)

Requiredcopy of license (.pdf)

Requiredcopy of GST (.pdf)

Requiredbid fee and EMD remittance (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,085

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,288

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

26 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1INTERLOCKING
1.001	2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete	1.55	cum	-	-
1.002	OD181025/2026-2027:(OD From MoRD 3.3 &amp3.4)-Filling with contractors own earth(excluding rock) in open areas in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering ,lead up to 50m and lift up to 1.5m as per direction of site Engineer-in-charge	9	cum	-	-
1.003	OD201137/2026-2027:[OD from 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 reusing scarified material by laying, spreading and compacting with water at OMC by rolling with a lead upto 1000 m.	256	sqm	-	-
1.004	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	34.37	cum	-	-
1.005	OD201138/2026-2027:[Modified OD From MoRD 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.	291.8	sqm	-	-
1.006	OD181047/2026-2027: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(without form work)(spec from 75.8.1) (i) Nominal mix (1:2:4)	8.94	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.30 MB

Work Item Documents

fot.pdf

Tender Documents • 0.20 MB

BOQ_1480425.xls

BOQ • 0.30 MB

prelim.pdf

Additional Documents • 0.28 MB

affd.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1INTERLOCKING
1.001	2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete	1.55	cum	-	-
1.002	OD181025/2026-2027:(OD From MoRD 3.3 &amp3.4)-Filling with contractors own earth(excluding rock) in open areas in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering ,lead up to 50m and lift up to 1.5m as per direction of site Engineer-in-charge	9	cum	-	-
1.003	OD201137/2026-2027:[OD from 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 reusing scarified material by laying, spreading and compacting with water at OMC by rolling with a lead upto 1000 m.	256	sqm	-	-
1.004	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	34.37	cum	-	-
1.005	OD201138/2026-2027:[Modified OD From MoRD 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.	291.8	sqm	-	-
1.006	OD181047/2026-2027: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(without form work)(spec from 75.8.1) (i) Nominal mix (1:2:4)	8.94	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1INTERLOCKING

1.001

2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (II) By Mechanical Means (A) Cement Concrete

1.55

cum

1.002

OD181025/2026-2027:(OD From MoRD 3.3 &amp3.4)-Filling with contractors own earth(excluding rock) in open areas in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering ,lead up to 50m and lift up to 1.5m as per direction of site Engineer-in-charge

cum

1.003

OD201137/2026-2027:[OD from 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 reusing scarified material by laying, spreading and compacting with water at OMC by rolling with a lead upto 1000 m.

256

sqm

1.004

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

34.37

cum

1.005

OD201138/2026-2027:[Modified OD From MoRD 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.

291.8

sqm

1.006

OD181047/2026-2027: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(without form work)(spec from 75.8.1) (i) Nominal mix (1:2:4)

8.94

cum