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MPLADS-202526-Construction of Protection wall and Concreting of Road Road at Vadavana Ela Road in Kalari junction in elampaloor GP at Kundara Constituency

Rural Development Department

Block Panchayat Office, Mukhathala | Kollam, Kerala

Amount: ₹6.8 LCloses: 14 Oct 2026

Timeline

Published26 Sept 2026
Closes14 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹6.8 L

EMD Value

₹16,931

Closing Date

14 Oct 2026, 5:00 pm

Tender Inviting Organisation

Name

BDO,Block Panchayat office,Mukhathala

Address

BDO,Block Panchayat office,Mukhathala

Work Description

MPLADS-2025-26Construction of Protection wall and Concreting of Road at Vadavana Ela Road in Kalari junction in Elampaloor GP at Kundara Constituency-General civil Work

Tender Information

Tender ID

2026_CRD_872708_1

Reference Number

MP/932/10/2025

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Period of Work

180 days

Location

Block Panchayat Office, Mukhathala

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredNIT (.pdf)

RequiredPAG (.pdf)

RequiredEPAY (.pdf)

RequiredFOT (.pdf)

RequiredIPACT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredSCANNED COPY OF GST,LICENCE,PAN CRAD,AADHAR,BANK DETAILS (.pdf)

RequiredFEE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,495

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,931

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

16 Oct 2026

Download Starts

26 Sept 2026

Download Ends

14 Oct 2026

Submission Starts

26 Sept 2026

Clarification Period

26 Sept 2026 - 14 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road
1.001	OD225243/2025-2026: 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 1.5m.All kinds of soil.	378	sqm	-	-
1.002	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	27.9	cum	-	-
1.003	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)	56.7	cum	-	-
1.004	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	1.42	cum	-	-
1.005	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	0.32	cum	-	-
1.006	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)	1.76	cum	-	-
1.007	OD231117/2025-2026:Filling with contractor 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	5	cum	-	-
1.008	OD229395/2025-2026:Supplying and fixing name board of size 75x60cm installed in appropriate place visible to the public made of brick wall with GRANITE plaque should be inserted and engraving letters etc complete as per direction of dept officers at site	1	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.12 MB

Work Item Documents

BOQ_1480084.xls

BOQ • 0.25 MB

prilivadanew.pdf

Tender Documents • 0.07 MB

sbdnewvada.pdf

Tender Documents • 1.05 MB

ipactvadanew.pdf

Tender Documents • 0.01 MB

affidavadanew.pdf

Tender Documents • 0.06 MB

epayvadanew.pdf

Tender Documents • 0.02 MB

fotvadanew.pdf

Tender Documents • 0.02 MB

feevadanew.pdf

Tender Documents • 0.02 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road
1.001	OD225243/2025-2026: 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 1.5m.All kinds of soil.	378	sqm	-	-
1.002	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	27.9	cum	-	-
1.003	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)	56.7	cum	-	-
1.004	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	1.42	cum	-	-
1.005	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	0.32	cum	-	-
1.006	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)	1.76	cum	-	-
1.007	OD231117/2025-2026:Filling with contractor 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	5	cum	-	-
1.008	OD229395/2025-2026:Supplying and fixing name board of size 75x60cm installed in appropriate place visible to the public made of brick wall with GRANITE plaque should be inserted and engraving letters etc complete as per direction of dept officers at site	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road

1.001

OD225243/2025-2026: 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 1.5m.All kinds of soil.

378

sqm

1.002

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

27.9

cum

1.003

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)

56.7

cum

1.004

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

1.42

cum

1.005

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

0.32

cum

1.006

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)

1.76

cum

1.007

OD231117/2025-2026:Filling with contractor 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

cum

1.008

OD229395/2025-2026:Supplying and fixing name board of size 75x60cm installed in appropriate place visible to the public made of brick wall with GRANITE plaque should be inserted and engraving letters etc complete as per direction of dept officers at site

each