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1498/26 Construction of SBM Toilets and Urinals at GVHSS Kuttichira in EW 59-SECTOR 6-General Civil Work

Local Self Government Department

KOZHIKODE CORPORATION | Kozhikode, Kerala

Amount: ₹16.9 LCloses: 22 Oct 20264d left

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Timeline

Published15 Oct 2026
Closes22 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹16.9 L

EMD Value

₹42,354

Closing Date

22 Oct 2026, 6:00 pm4d left

Tender Inviting Organisation

Name

Superintending Engineer

Address

O/o SE, Kozhikode Corporation, [email protected]

Work Description

Please refer Tender document

Tender Information

Tender ID

2026_LSGD_880076_1

Reference Number

PP/EG7/2026-27/SE/26/68

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

300 days

Location

KOZHIKODE CORPORATION

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredSBD DOWNLOADED FROM E-TENDER WEBSITE (.pdf)

RequiredScanned copy of Registration Certificate. (.pdf)

RequiredScanned copy of GST Registration Certificate (.pdf)

RequiredDocument for EMD exemption if any other documents (.pdf)

RequiredNOTICE INVITING TENDER (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹42,354

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Oct 2026

Published

15 Oct 2026

Bid Opening

23 Oct 2026

Download Starts

15 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

15 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (58 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SCHOOL TOILET CONSTRUCTION
1.001	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.	2.52	cum	-	-
1.002	OD144540/2026-2027:Demolishing solid block masonry 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.	9.08	cum	-	-
1.003	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	6.48	cum	-	-
1.004	15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below	4	each	-	-
1.005	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	50.4	cum	-	-
1.006	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	9.45	cum	-	-
1.007	OD143571/2026-2027: Granular sub-base/base/surface course with local materials (WITH OUT ROLLING)(Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.(modified OD of 4.11.2.) (ii) Using Gravel mix soil.	2.4	cum	-	-
1.008	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	4.96	cum	-	-
1.009	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	29.28	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

PRELIMINARYAGREEMENTCOMMON.pdf

Tender Documents • 0.14 MB

ePay.pdf

Tender Documents • 0.01 MB

Affidavit.pdf

Tender Documents • 0.31 MB

viewsbd68.pdf

Tender Documents • 2.18 MB

BOQ_1496447.xls

BOQ • 0.35 MB

FIP.pdf

Tender Documents • 0.01 MB

FOT.pdf

Tender Documents • 0.01 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SCHOOL TOILET CONSTRUCTION
1.001	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.	2.52	cum	-	-
1.002	OD144540/2026-2027:Demolishing solid block masonry 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.	9.08	cum	-	-
1.003	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	6.48	cum	-	-
1.004	15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below	4	each	-	-
1.005	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	50.4	cum	-	-
1.006	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	9.45	cum	-	-
1.007	OD143571/2026-2027: Granular sub-base/base/surface course with local materials (WITH OUT ROLLING)(Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.(modified OD of 4.11.2.) (ii) Using Gravel mix soil.	2.4	cum	-	-
1.008	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	4.96	cum	-	-
1.009	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	29.28	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SCHOOL TOILET CONSTRUCTION

1.001

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.

2.52

cum

1.002

OD144540/2026-2027:Demolishing solid block masonry 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.

9.08

cum

1.003

15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

6.48

cum

1.004

15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below

each

1.005

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

50.4

cum

1.006

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

9.45

cum

1.007

OD143571/2026-2027: Granular sub-base/base/surface course with local materials (WITH OUT ROLLING)(Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.(modified OD of 4.11.2.) (ii) Using Gravel mix soil.

2.4

cum

1.008

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

4.96

cum

1.009

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

29.28

sqm