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116/27-IRISH DRAIN WORK TO UDUMBATHUPADI ANAPPATH SC COLONY ROAD IN WARD 13 OF ANAKKAYAM GP

Local Self Government Department

ANAKKAYAM | Malappuram, Kerala

Amount: Refer DocsCloses: 7 Oct 20265d left

Timeline

Published28 Sept 2026
Closes7 Oct 2026
Bid Opening8 Oct 2026

Tender Value

Refer Docs

EMD Value

₹8,471

Closing Date

7 Oct 2026, 9:00 am5d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

Assistant Engineer, LID and EW section, Anakkayam GP

Work Description

116/27-IRISH DRAIN WORK TO UDUMBATHUPADI ANAPPATH SC COLONY ROAD IN WARD 13 OF ANAKKAYAM GP

Tender Information

Tender ID

2026_LSGD_873230_10

Reference Number

01/AKM/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

240 days

Location

ANAKKAYAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

Requiredboq (.xls)

RequiredCopy of remmittence towards Bid submission fee and bid security (.pdf)

RequiredSelf attested copy of the bidders valid registration certificate, PAN, GST (.pdf)

RequiredDuly filled and signed copy of Bid submission letter as per Item no. 1 part VI of bid document (.pdf)

RequiredDuly filled and signed copy of Preliminary agreement as per item no.2 part VI of this bid document (.pdf)

RequiredDuly filled and signed copy of integrity pact certificate of item no. 3 part VI of bid document (.pdf)

RequiredDuly filled and signed copy of affidavit as per item no.4 part VI of bid document (.pdf)

RequiredDuly filled and signed copy of requisition for E payment form as per item no.6 part VI of SBD (.pdf)

RequiredDuly filled and signed copy of NIT and SBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹750

EMD Fee Amount

₹8,471

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

28 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

28 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 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Irish Drain
1.001	OD137742/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil	265.98	sqm	33.75	₹8,976.83
1.002	OD137740/2026-2027: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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	19.95	cum	3,034.9	₹60,543.22
1.003	OD137741/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	31.89	cum	8,446.62	₹2,69,328.93

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Work Item Documents

BOQ_1481804.xls

BOQ • 0.23 MB

viewnit116.pdf

Tender Documents • 0.03 MB

viewsbd116.pdf

Tender Documents • 1.73 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Irish Drain
1.001	OD137742/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil	265.98	sqm	33.75	₹8,976.83
1.002	OD137740/2026-2027: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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	19.95	cum	3,034.9	₹60,543.22
1.003	OD137741/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	31.89	cum	8,446.62	₹2,69,328.93

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Irish Drain

1.001

OD137742/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

265.98

sqm

33.75

₹8,976.83

1.002

OD137740/2026-2027: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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material

19.95

cum

3,034.9

₹60,543.22

1.003

OD137741/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

31.89

cum

8,446.62

₹2,69,328.93