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Civil Works - Roads

Puthukulam Sabhamadam road Naveekaranam in Pallassana Gp 26 27 ProNo 236

Local Self Government Department

Office of the Assistant Engineer LID AND EW Secti | Palakkad, Kerala

Amount: ₹4.7 LCloses: 22 Oct 20267d left

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Timeline

Published12 Oct 2026
Closes22 Oct 2026
Bid Opening24 Oct 2026

Tender Value

₹4.7 L

EMD Value

₹11,861

Closing Date

22 Oct 2026, 4:00 pm7d left

Tender Inviting Organisation

Name

HARIDAS R

Address

Office of the Assistant Engineer LID AND EW Secti

Work Description

Puthukulam Sabhamadam road Naveekaranam in Pallassana Gp 26 27 ProNo 236

Tender Information

Tender ID

2026_LSGD_878419_30

Reference Number

1 Tender 2026 27 AE LID EW

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

270 days

Location

Office of the Assistant Engineer LID AND EW Secti

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

Requiredbill of quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,050

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹11,861

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

24 Oct 2026

Download Starts

12 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

12 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Retaring
1.001	OD214223/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km ( by mechanical means). Details of cost for 100 sqm	38.25	sqm	-	-
1.002	4.1.A.1: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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	2.87	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)	48.58	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.25 MB

Tendernotice_2.pdf

PDF • 0.24 MB

Tendernotice_3.pdf

PDF • 4.69 MB

Work Item Documents

FOT236.pdf

Tender Documents • 0.24 MB

AFFI236.pdf

Tender Documents • 0.23 MB

PA236.pdf

Tender Documents • 0.25 MB

SBD236.pdf

Tender Documents • 0.96 MB

BOQ_1493496.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Retaring
1.001	OD214223/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km ( by mechanical means). Details of cost for 100 sqm	38.25	sqm	-	-
1.002	4.1.A.1: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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	2.87	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)	48.58	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Retaring

1.001

OD214223/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km ( by mechanical means). Details of cost for 100 sqm

38.25

sqm

1.002

4.1.A.1: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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material

2.87

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)

48.58

cum