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Civil Works - Roads

P.No.120/26-27 Pongil Kuruvikkala channel bund road renovation Ward 12 Athiyannoor GP

Local Self Government Department

Athiyannoor | Thiruvananthapuram, Kerala

Amount: ₹3.9 LCloses: 30 Sept 20262d left

Timeline

Published23 Sept 2026
Closes30 Sept 2026
Bid Opening3 Oct 2026

Tender Value

₹3.9 L

EMD Value

₹9,757

Closing Date

30 Sept 2026, 5:00 pm2d left

Tender Inviting Organisation

Name

Address

AE Office Athiyannoor

Work Description

P.No.120/26-27 Pongil Kuruvikkala channel bund road renovation Ward 12 Athiyannoor GP

Tender Information

Tender ID

2026_LSGD_871157_26

Reference Number

02/AE/LID EW/ATR/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Service

Location

Athiyannoor

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredCopy of Licence (.pdf)

RequiredGST document (.pdf)

RequiredBid submission letter as per (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹865

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹9,757

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

23 Sept 2026

Published

23 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

23 Sept 2026

Download Ends

30 Sept 2026

Submission Starts

23 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1maintenanace
1.001	3.2: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 disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	238	sqm	-	-
1.002	OD185410/2026-2027: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 (Derived from MORD 4.1.A.1, Tractor mount Grader and Tractor with Rotevator excluded).	23.8	cum	-	-
1.003	OD185473/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size , design and shape , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness , etc all complete as per the direction of Engineer in charge	238	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)	2.33	cum	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.85 MB

Work Item Documents

BOQ_1478022.xls

BOQ • 0.30 MB

viewnit.pdf

Tender Documents • 0.07 MB

viewsbd.pdf

Additional Documents • 2.01 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1maintenanace
1.001	3.2: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 disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	238	sqm	-	-
1.002	OD185410/2026-2027: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 (Derived from MORD 4.1.A.1, Tractor mount Grader and Tractor with Rotevator excluded).	23.8	cum	-	-
1.003	OD185473/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size , design and shape , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness , etc all complete as per the direction of Engineer in charge	238	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)	2.33	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1maintenanace

1.001

3.2: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 disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

238

sqm

1.002

OD185410/2026-2027: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 (Derived from MORD 4.1.A.1, Tractor mount Grader and Tractor with Rotevator excluded).

23.8

cum

1.003

OD185473/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size , design and shape , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness , etc all complete as per the direction of Engineer in charge

238

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)

2.33

cum