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Annual Plan-MRDY 125/2027 Karottupara Bhagam Road Maintenance Ward 11-Marady G P-General Civil Work

Local Self Government Department

Marady | Ernakulam, Kerala

Amount: ₹2.6 LCloses: 1 Oct 20264d left

Timeline

Published24 Sept 2026
Closes1 Oct 2026
Bid Opening5 Oct 2026

Tender Value

₹2.6 L

EMD Value

₹6,480

Closing Date

1 Oct 2026, 4:00 pm4d left

Tender Inviting Organisation

Name

AE, LSGD, Marady GP

Address

AE, LSGD, Marady GP

Work Description

Annual Plan-MRDY 125/2027 Karottupara Bhagam Road Maintenance Ward 11-Marady G P-General Civil Work

Tender Information

Tender ID

2026_LSGD_872431_1

Reference Number

E2/AE/LSGD/MRD/125/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Marady

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

Required(1)BOQ (.xls)

Required(1)STANDARD BID DOCUMENT WITH NIT (.pdf)

Required(2)BID SECURITY AND TENDER FEE REMITTANCE (.pdf)

Required(3)BID SUBMISSION LETTER AS PER ITEM NO 1 PART VI OF SBD (.pdf)

Required(4)PRELIMINARY AGREEMENT AS PER ITEM NO 2 PART VI OF SBD (.pdf)

Required(5)AFFIDAVIT AS PER ITEM NO 4 PART VI OF SBD (.pdf)

Required(6)INTEGRITY PACT CERTIFICATE AS PER ITEM NO 3 PART VI OF SBD (.pdf)

Required(7)REQUISION OF E PAYMENT AS PER ITEM NO 6 PART VI OF SBD (.pdf)

Required(8)BIDDER VALID REGISTRATION CERTIFICATE (.pdf)

Required(9)GST DOCUMENTS (.pdf)

Fee & Financial Details

Tender Fee Amount

₹575

EMD Fee Amount

₹6,480

Important Dates

Last Activity

24 Sept 2026

Published

24 Sept 2026

Bid Opening

5 Oct 2026

Download Starts

24 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

24 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
1Maintenance
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.	148.5	sqm	16.01	₹2,377.49
1.002	4.1.A.1: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	2.38	cum	3,337.88	₹7,927.47
1.003	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)	3.59	cum	9,186.73	₹32,934.43
1.004	OD168885/2026-2027: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 duirection of Engineer in charge	181.75	sqm	1,188.21	₹2,15,957.17

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.04 MB

Work Item Documents

BOQ_1479576.xls

BOQ • 0.31 MB

viewsbd.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintenance
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.	148.5	sqm	16.01	₹2,377.49
1.002	4.1.A.1: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	2.38	cum	3,337.88	₹7,927.47
1.003	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)	3.59	cum	9,186.73	₹32,934.43
1.004	OD168885/2026-2027: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 duirection of Engineer in charge	181.75	sqm	1,188.21	₹2,15,957.17

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Maintenance

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.

148.5

sqm

16.01

₹2,377.49

1.002

4.1.A.1: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

2.38

cum

3,337.88

₹7,927.47

1.003

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)

3.59

cum

9,186.73

₹32,934.43

1.004

OD168885/2026-2027: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 duirection of Engineer in charge

181.75

sqm

1,188.21

₹2,15,957.17