Kerala

Active

Works

Civil Works - Buildings

Maintenance works of Panchayathoffice maintenance

Local Self Government Department

Cheruthazham | Kannur, Kerala

Amount: ₹8.5 LCloses: 23 Oct 20264d left

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

Published16 Oct 2026
Closes23 Oct 2026
Bid Opening26 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,181

Closing Date

23 Oct 2026, 3:00 pm4d left

Tender Inviting Organisation

Name

Assstant Engineer

Address

LID EW Section Cheruthazham

Work Description

Maintenance works of Panchayathoffice-maintenance

Tender Information

Tender ID

2026_LSGD_879876_21

Reference Number

02/2026/AE/CHERT

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

Cheruthazham

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredNotice Inviting Tender (.pdf)

RequiredE Payment Form (.pdf)

RequiredIntegrity Pact (.pdf)

RequiredPreliminary Agrement (.pdf)

RequiredAffidavit (.pdf)

RequiredForm Of Tender (.pdf)

RequiredStandard Bid Document (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,181

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 Oct 2026

Published

16 Oct 2026

Bid Opening

26 Oct 2026

Download Starts

16 Oct 2026

Download Ends

23 Oct 2026

Submission Starts

16 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (28 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Building Maintenance
1.001	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	6.96	cum	-	-
1.002	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	15.62	cum	-	-
1.003	OD193249/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6mm metal, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.(Modified 16.68)	123.15	sqm	-	-
1.004	OD193247/2026-2027:Demolishing laterite work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar	15.84	cum	-	-
1.005	OD193252/2026-2027: Laterate masonry with neatly dressed laterate stone of size35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement using departmental material including all cost of materials, labour charges etc.	6.34	cum	-	-
1.006	OD193250/2026-2027:Laterite stone masonry using laterite stone of size 35x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and basement	56.16	cum	-	-
1.007	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	0.81	cum	-	-
1.008	50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	694.46	kg	-	-
1.009	OD193248/2026-2027:Providing & fixing Alu-Zinc sheets (size, shape, and pitch of corrugation as approved by Engineer in charge) 0.40mm (+0.05%). Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12metre or as decide by the Engineer in charge. The sheets shall be fixed using self drilling/ self tapping screw of size ( 5.5x55mm) with EPDM seal complete up to any pitch in horizontal /vertical / curved surface, but excluding the cost of purlins, rafters, trusses, and including cutting to size and shapes where ever required.	22.72	sqm	-	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.31 MB

Work Item Documents

BOQ_1496432.xls

BOQ • 0.32 MB

viewnit.pdf

Tender Documents • 0.03 MB

viewsbd.pdf

Tender Documents • 1.78 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…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Building Maintenance
1.001	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	6.96	cum	-	-
1.002	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	15.62	cum	-	-
1.003	OD193249/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6mm metal, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.(Modified 16.68)	123.15	sqm	-	-
1.004	OD193247/2026-2027:Demolishing laterite work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar	15.84	cum	-	-
1.005	OD193252/2026-2027: Laterate masonry with neatly dressed laterate stone of size35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement using departmental material including all cost of materials, labour charges etc.	6.34	cum	-	-
1.006	OD193250/2026-2027:Laterite stone masonry using laterite stone of size 35x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and basement	56.16	cum	-	-
1.007	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	0.81	cum	-	-
1.008	50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	694.46	kg	-	-
1.009	OD193248/2026-2027:Providing & fixing Alu-Zinc sheets (size, shape, and pitch of corrugation as approved by Engineer in charge) 0.40mm (+0.05%). Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12metre or as decide by the Engineer in charge. The sheets shall be fixed using self drilling/ self tapping screw of size ( 5.5x55mm) with EPDM seal complete up to any pitch in horizontal /vertical / curved surface, but excluding the cost of purlins, rafters, trusses, and including cutting to size and shapes where ever required.	22.72	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Building Maintenance

1.001

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

6.96

cum

1.002

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

15.62

cum

1.003

OD193249/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6mm metal, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.(Modified 16.68)

123.15

sqm

1.004

OD193247/2026-2027:Demolishing laterite work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar

15.84

cum

1.005

OD193252/2026-2027: Laterate masonry with neatly dressed laterate stone of size35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement using departmental material including all cost of materials, labour charges etc.

6.34

cum

1.006

OD193250/2026-2027:Laterite stone masonry using laterite stone of size 35x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and basement

56.16

cum

1.007

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

0.81

cum

1.008

50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

694.46

1.009

OD193248/2026-2027:Providing & fixing Alu-Zinc sheets (size, shape, and pitch of corrugation as approved by Engineer in charge) 0.40mm (+0.05%). Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12metre or as decide by the Engineer in charge. The sheets shall be fixed using self drilling/ self tapping screw of size ( 5.5x55mm) with EPDM seal complete up to any pitch in horizontal /vertical / curved surface, but excluding the cost of purlins, rafters, trusses, and including cutting to size and shapes where ever required.

22.72

sqm