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Annual Plan-CHERIYANAD GP PRO. NO. 86/2026-27-MODIYILPADI ALAKKODU ROAD IN WARD NO.8-General Civil Work

Local Self Government Department

Cheriyanad | Alappuzha, Kerala

Amount: ₹3.4 LCloses: 8 Oct 20267d left

Timeline

Published30 Sept 2026
Closes8 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹3.4 L

EMD Value

₹8,474

Closing Date

8 Oct 2026, 6:00 pm7d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

O/O THE ASSISTANT ENGINEER CHERIYANAD GP

Work Description

Annual Plan-CHERIYANAD GP PRO. NO. 86/2026-27-MODIYILPADI ALAKKODU ROAD IN WARD NO.8-General Civil Work

Tender Information

Tender ID

2026_LSGD_874224_13

Reference Number

02/AE/LIDandEW/NIT/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

Cheriyanad

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredDuly filled BOQ (.xls)

RequiredContractors license details (.pdf)

RequiredGST registration details (.pdf)

RequiredEpay details (.pdf)

RequiredIpact and affidavit (.pdf)

RequiredSigned SBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹750

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,474

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

30 Sept 2026

Download Ends

8 Oct 2026

Submission Starts

30 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Interlocking
1.001	OD187711/2026-2027:Scarifying the existing bituminous road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller.	90	sqm	-	-
1.002	2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses	12.83	cum	-	-
1.003	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	15.9	cum	-	-
1.004	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.	14.4	cum	-	-
1.005	OD202151/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings<br>and Technical Specification Clause 1504.(modified 6.7.1)	222.3	1 sqm	-	-
1.006	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	1.37	cum	-	-
2Chappath
2.001	OD200048/2026-2027:Scarifying the existing bituminous road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller.	15	sqm	-	-
2.002	OD200054/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.	6	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.00 MB

Work Item Documents

BOQ_1484641.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.93 MB

viewnit.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Interlocking
1.001	OD187711/2026-2027:Scarifying the existing bituminous road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller.	90	sqm	-	-
1.002	2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses	12.83	cum	-	-
1.003	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	15.9	cum	-	-
1.004	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.	14.4	cum	-	-
1.005	OD202151/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings<br>and Technical Specification Clause 1504.(modified 6.7.1)	222.3	1 sqm	-	-
1.006	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	1.37	cum	-	-
2Chappath
2.001	OD200048/2026-2027:Scarifying the existing bituminous road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller.	15	sqm	-	-
2.002	OD200054/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.	6	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Interlocking

1.001

OD187711/2026-2027:Scarifying the existing bituminous road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller.

sqm

1.002

2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses

12.83

cum

1.003

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

15.9

cum

1.004

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.

14.4

cum

1.005

OD202151/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.(modified 6.7.1)

222.3

1 sqm

1.006

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

1.37

cum

2Chappath

2.001

OD200048/2026-2027:Scarifying the existing bituminous road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller.

sqm

2.002

OD200054/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.

sqm