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MP-LADS-MP LADS-2024-25 Sri.Kodikunnil suresh MP-Concreting of road from Govindamangalam to Poochali Palam in Ward No 11 Muttar Grama Panchayath-General Civil Work

Rural Development Department

Govindamangalam to Poochali Palam | Alappuzha, Kerala

Amount: ₹8.5 LCloses: 16 Oct 20264d left

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Timeline

Published5 Oct 2026
Closes16 Oct 2026
Bid Opening19 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,177

Closing Date

16 Oct 2026, 5:00 pm4d left

Tender Inviting Organisation

Name

The secretary, Veliyanad Block Panchayath

Address

The secretary, Veliyanad Block Panchayath, Alappuzha district

Work Description

MP-LADS-MP LADS-2024-25 Sri.Kodikunnil suresh MP-Concreting of road from Govindamangalam to Poochali Palam in Ward No 11 Muttar Grama Panchayath-General Civil Work

Tender Information

Tender ID

2026_CRD_876499_1

Reference Number

TR/94011/2023_5_1_1/2

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Location

Govindamangalam to Poochali Palam

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)

RequiredSBD (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredPact on integrity (.pdf)

RequiredGST REGISTRATION (.pdf)

RequiredLICENSE DETAILS (.pdf)

RequiredE PAYMENT FORM (.pdf)

RequiredAffidavit (.pdf)

RequiredPAN (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,177

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

5 Oct 2026

Published

5 Oct 2026

Bid Opening

19 Oct 2026

Download Starts

5 Oct 2026

Download Ends

16 Oct 2026

Submission Starts

5 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CONCRETE
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.	459	sqm	-	-
1.002	OD255696/2024-2025::Construction of subgrade and earthen shoulders, Construction of subgrade and earthen Shoulders with approved material obtained from borrow pits with all lifts and leads ,transporting to site , spreading , grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000 mas per Technical Specification Clause 303.1(With out Roller)	97.22	cum	-	-
1.003	OD171718/2023-2024:Granular Sub-base with Well Graded Material (Table 400.1) &lt;br&gt; (A) By Mix in Place Method &lt;br&gt; Construction of granular sub-base by providing local meterialwell l, spreading in uniform layers with motor grader on prepared surface, compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 408. Using gravel mix soil.&lt;br&gt; (i) For Grading I Material	64.26	cum	-	-
1.004	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)	64.26	cum	-	-
1.005	OD171717/2023-2024:Supplying and fixing granite name board of size 75x60 cm including engraving letters etc complete as per the direction of departmental officers at site.	1	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

sbd.pdf

Tender Documents • 1.78 MB

BOQ_1488827.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CONCRETE
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.	459	sqm	-	-
1.002	OD255696/2024-2025::Construction of subgrade and earthen shoulders, Construction of subgrade and earthen Shoulders with approved material obtained from borrow pits with all lifts and leads ,transporting to site , spreading , grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000 mas per Technical Specification Clause 303.1(With out Roller)	97.22	cum	-	-
1.003	OD171718/2023-2024:Granular Sub-base with Well Graded Material (Table 400.1) &lt;br&gt; (A) By Mix in Place Method &lt;br&gt; Construction of granular sub-base by providing local meterialwell l, spreading in uniform layers with motor grader on prepared surface, compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 408. Using gravel mix soil.&lt;br&gt; (i) For Grading I Material	64.26	cum	-	-
1.004	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)	64.26	cum	-	-
1.005	OD171717/2023-2024:Supplying and fixing granite name board of size 75x60 cm including engraving letters etc complete as per the direction of departmental officers at site.	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1CONCRETE

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.

459

sqm

1.002

OD255696/2024-2025::Construction of subgrade and earthen shoulders, Construction of subgrade and earthen Shoulders with approved material obtained from borrow pits with all lifts and leads ,transporting to site , spreading , grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000 mas per Technical Specification Clause 303.1(With out Roller)

97.22

cum

1.003

OD171718/2023-2024:Granular Sub-base with Well Graded Material (Table 400.1) &lt;br&gt; (A) By Mix in Place Method &lt;br&gt; Construction of granular sub-base by providing local meterialwell l, spreading in uniform layers with motor grader on prepared surface, compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 408. Using gravel mix soil.&lt;br&gt; (i) For Grading I Material

64.26

cum

1.004

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)

64.26

cum

1.005

OD171717/2023-2024:Supplying and fixing granite name board of size 75x60 cm including engraving letters etc complete as per the direction of departmental officers at site.

each