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Avoiding Flooding in Puthenkavu Kochuveettilpadi road-In Nedumpuram G P-General Civil Work

Local Self Government Department

Nedumpuram G P | Pathanamthitta, Kerala

Amount: ₹4.8 LCloses: 5 Oct 20266d left

Timeline

Published28 Sept 2026
Closes5 Oct 2026
Bid Opening8 Oct 2026

Tender Value

₹4.8 L

EMD Value

₹11,880

Closing Date

5 Oct 2026, 6:00 pm6d left

Tender Inviting Organisation

Name

Address

LID AND EW Nedumpuram G P

Work Description

Avoiding Flooding in Puthenkavu Kochuveettilpadi road-In Nedumpuram G P-General Civil Work

Tender Information

Tender ID

2026_LSGD_873830_1

Reference Number

197/ae/lsgd/26-27/1-1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Nedumpuram G P

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredNIT (.pdf)

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredE Payment Form (.pdf)

RequiredForm Of tender (.pdf)

RequiredAffidavit (.pdf)

RequiredI PACT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,050

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹11,880

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

28 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Avoiding Flooding In road
1.001	OD194591/2026-2027: 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 spreading, compacting re-using the scarified material after disposal of debris and after rolling with static roller to obtain a proper camber road surface . Modi. 3.14	270	sqm	-	-
1.002	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.	42.75	cum	-	-
1.003	OD194600/2026-2027:Providing and laying 80mm thick factory made cement concrete interlocking paver block of M 30 grade made by block making machine with strong vibratory compaction of approved size, design ,shape laid in required colour and pattern over and including 50mm thick crushed stone chips, filling the joints with M sand etc with all as per direction of engineer in charge -modified 6.7.1	255.6	sqm	-	-
1.004	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)	7.69	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Work Item Documents

SBD.pdf

Tender Documents • 0.97 MB

form.pdf

Tender Documents • 0.24 MB

ipact.pdf

Tender Documents • 0.23 MB

affi.pdf

Tender Documents • 0.23 MB

epay.pdf

Tender Documents • 0.23 MB

prelim.pdf

Tender Documents • 0.25 MB

BOQ_1482452.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Avoiding Flooding In road
1.001	OD194591/2026-2027: 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 spreading, compacting re-using the scarified material after disposal of debris and after rolling with static roller to obtain a proper camber road surface . Modi. 3.14	270	sqm	-	-
1.002	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.	42.75	cum	-	-
1.003	OD194600/2026-2027:Providing and laying 80mm thick factory made cement concrete interlocking paver block of M 30 grade made by block making machine with strong vibratory compaction of approved size, design ,shape laid in required colour and pattern over and including 50mm thick crushed stone chips, filling the joints with M sand etc with all as per direction of engineer in charge -modified 6.7.1	255.6	sqm	-	-
1.004	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)	7.69	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Avoiding Flooding In road

1.001

OD194591/2026-2027: 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 spreading, compacting re-using the scarified material after disposal of debris and after rolling with static roller to obtain a proper camber road surface . Modi. 3.14

270

sqm

1.002

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.

42.75

cum

1.003

OD194600/2026-2027:Providing and laying 80mm thick factory made cement concrete interlocking paver block of M 30 grade made by block making machine with strong vibratory compaction of approved size, design ,shape laid in required colour and pattern over and including 50mm thick crushed stone chips, filling the joints with M sand etc with all as per direction of engineer in charge -modified 6.7.1

255.6

sqm

1.004

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)

7.69

cum