Kerala

Technical BO

Works

Civil Works - Roads

Annual Plan-KONDOTTY MUNICIPALITY 2025-2026 -PROJ NO 606/26 Melangadi G M L P S Mathamkuzhi Road ward 36- General Civil Work

Local Self Government Department

KONDOTTY | Malappuram, Kerala

Amount: ₹84,443Closes: 28 May 2026Closed

Timeline

Published21 May 2026
Closed28 May 2026
Technical Evaluation—
Award—

Bids

2 Bids29 May 2026

#	Company	Status
1	Binoy mon P K Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance
2	VIJAYAKUMAR K Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹84,443

EMD Value

₹2,111

Closing Date

28 May 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

AE LSGD KONDOTTY

Work Description

Annual Plan-KONDOTTY MUNICIPALITY 2025-2026 -PROJ NO 606/26 Melangadi G M L P S Mathamkuzhi Road ward 36- General Civil Work

Tender Information

Tender ID

2026_LSGD_852030_3

Reference Number

4/AE/LSGD/KDTY/2026-27/A

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

KONDOTTY

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredAFFIDAVIT (.pdf)

RequiredFORMOFTENDER (.pdf)

RequiredPRELIMINARYAGREEMENT (.pdf)

RequiredVALIDREGISTRATIONCERTIFICATE (.pdf)

RequiredINTEGRITY (.pdf)

RequiredEPAYMENT (.pdf)

RequiredGST (.pdf)

RequiredFEEREMITTENCE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

EMD Fee Amount

₹2,111

Important Dates

Last Activity

29 May 2026

Published

21 May 2026

Bid Opening

29 May 2026

Download Starts

21 May 2026

Download Ends

28 May 2026

Submission Starts

21 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1DETAILED ESTIMATE
1.001	OD522267/2025-2026: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	-	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	-	cum	-	-
1.003	OD522180/2025-2026:OD (modified from75-8-1).Providing cement concrete1:2:4 Laid in required camber and slope in panels 3.00 m C/C as required including compaction furnishing and tapering etc complete. Maximum size of coarse aggegate not exceed 25 mm mixed in cement mortar as per specification.	-	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1439783.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.37 MB

Work Item Documents

generalestpdfview.pdf

Tender Documents • 0.02 MB

viewsbd.pdf

Tender Documents • 1.93 MB

BOQ_1439783.xls

BOQ • 0.30 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

Binoy mon P K

Admitted-Fee/PreQual/Technical/Finance

VIJAYAKUMAR K

Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1DETAILED ESTIMATE
1.001	OD522267/2025-2026: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	-	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	-	cum	-	-
1.003	OD522180/2025-2026:OD (modified from75-8-1).Providing cement concrete1:2:4 Laid in required camber and slope in panels 3.00 m C/C as required including compaction furnishing and tapering etc complete. Maximum size of coarse aggegate not exceed 25 mm mixed in cement mortar as per specification.	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1DETAILED ESTIMATE

1.001

OD522267/2025-2026: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

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

cum

1.003

OD522180/2025-2026:OD (modified from75-8-1).Providing cement concrete1:2:4 Laid in required camber and slope in panels 3.00 m C/C as required including compaction furnishing and tapering etc complete. Maximum size of coarse aggegate not exceed 25 mm mixed in cement mortar as per specification.

cum