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Civil Works - Roads

12 VPZ 26-27Ammanattukuzhi kollaruthodi road naveekaranamPro.no92

Local Self Government Department

vallapuzha | Palakkad, Kerala

Amount: ₹3.9 LCloses: 6 Oct 2026

Timeline

Published26 Sept 2026
Closes6 Oct 2026
Bid Opening8 Oct 2026

Tender Value

₹3.9 L

EMD Value

₹9,850

Closing Date

6 Oct 2026, 2:00 pm

Tender Inviting Organisation

Name

JIJIN A

Address

VALLAPUZHA GP

Work Description

12 VPZ 26-27Ammanattukuzhi kollaruthodi road naveekaranamPro.no92

Tender Information

Tender ID

2026_LSGD_872923_1

Reference Number

T2/2026-27 AE LID EW/Vallapuzha

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

270 days

Location

vallapuzha

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredNIT (.pdf)

RequiredSBD (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredPRILIMINARY (.pdf)

RequiredA PAYMENT (.pdf)

RequiredFOT (.pdf)

RequiredIPAC (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹9,850

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

26 Sept 2026

Download Ends

6 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD INTERLOCK
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.	277.8	sqm	16.01	₹4,447.61
1.002	OD83027/2026-2027: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 to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	22.57	cum	3,144.42	₹70,972.7
1.003	OD83034/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. ( MORTH 55.23 )	220.51	sqm	1,072.7	₹2,36,545.37
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)	8.93	cum	9,186.73	₹82,028.31

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1480511.xls

BOQ • 0.31 MB

viewsbd.pdf

Tender Documents • 1.94 MB

viewnit.pdf

Tender Documents • 0.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD INTERLOCK
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.	277.8	sqm	16.01	₹4,447.61
1.002	OD83027/2026-2027: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 to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	22.57	cum	3,144.42	₹70,972.7
1.003	OD83034/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. ( MORTH 55.23 )	220.51	sqm	1,072.7	₹2,36,545.37
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)	8.93	cum	9,186.73	₹82,028.31

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD INTERLOCK

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.

277.8

sqm

16.01

₹4,447.61

1.002

OD83027/2026-2027: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 to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material

22.57

cum

3,144.42

₹70,972.7

1.003

OD83034/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. ( MORTH 55.23 )

220.51

sqm

1,072.7

₹2,36,545.37

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)

8.93

cum

9,186.73

₹82,028.31