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Civil Works - Buildings

Renovation of Purachery UPschoolBuildingandRenovation of compound wall

Local Self Government Department

Cheruthazham | Kannur, Kerala

Amount: ₹13.6 LCloses: 23 Oct 20264d left

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Timeline

Published16 Oct 2026
Closes23 Oct 2026
Bid Opening26 Oct 2026

Tender Value

₹13.6 L

EMD Value

₹33,894

Closing Date

23 Oct 2026, 3:00 pm4d left

Tender Inviting Organisation

Name

Assstant Engineer

Address

LID EW Section Cheruthazham

Work Description

Renovation of Purachery UPschoolBuildingandRenovationofcompoundwall

Tender Information

Tender ID

2026_LSGD_879876_22

Reference Number

02/2026/AE/CHERT

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

Cheruthazham

Source Website

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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

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹33,894

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 (24 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	34.48	cum	-	-
1.002	OD53297/2026-2027: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)	171.75	sqm	-	-
1.003	OD53292/2026-2027: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	13.18	cum	-	-
1.004	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	45	cum	-	-
1.005	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	2.86	cum	-	-
1.006	OD53284/2026-2027: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	22.31	cum	-	-
1.007	OD171645/2026-2027: 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.	7.58	cum	-	-
1.008	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)	4.33	cum	-	-
1.009	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	121.41	kg	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.31 MB

Work Item Documents

BOQ_1496457.xls

BOQ • 0.32 MB

viewnit.pdf

Tender Documents • 0.03 MB

viewsbd.pdf

Tender Documents • 2.12 MB

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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	34.48	cum	-	-
1.002	OD53297/2026-2027: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)	171.75	sqm	-	-
1.003	OD53292/2026-2027: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	13.18	cum	-	-
1.004	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	45	cum	-	-
1.005	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	2.86	cum	-	-
1.006	OD53284/2026-2027: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	22.31	cum	-	-
1.007	OD171645/2026-2027: 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.	7.58	cum	-	-
1.008	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)	4.33	cum	-	-
1.009	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	121.41	kg	-	-

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

34.48

cum

1.002

OD53297/2026-2027: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)

171.75

sqm

1.003

OD53292/2026-2027: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

13.18

cum

1.004

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

cum

1.005

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

2.86

cum

1.006

OD53284/2026-2027: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

22.31

cum

1.007

OD171645/2026-2027: 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.

7.58

cum

1.008

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)

4.33

cum

1.009

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

121.41