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Civil Works - Buildings

THALASSERY TOWN GIRLS HIGH SCHOOL BUILDING MAINTANANCE

Local Self Government Department

Thalassery municipality | Kannur, Kerala

Amount: Refer DocsCloses: 12 Oct 2026Due tomorrow

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Timeline

Published6 Oct 2026
Closes12 Oct 2026
Bid Opening13 Oct 2026

Tender Value

Refer Docs

EMD Value

₹10,574

Closing Date

12 Oct 2026, 11:00 amDue tomorrow

Tender Inviting Organisation

Name

Assistant Engineer

Address

O/o,Executive Engineer, Thalassery Municipality

Work Description

THALASSERY TOWN GIRLS HIGH SCHOOL BUILDING MAINTANANCE

Tender Information

Tender ID

2026_LSGD_876954_1

Reference Number

E1/247/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

240 days

Location

Thalassery municipality

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredBid security remittance (.pdf)

RequiredBid submission letter as per item no-1 Part VI (.pdf)

RequiredIntegrity pact certificate as per item no-3 part VI (.pdf)

RequiredPreliminary agreement as per item no-2 Part VI (.pdf)

RequiredRequisition for e-payment as per item no-6 Part VI (.pdf)

RequiredAffidavit as per item no-4 Part VI (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredBid document with NIT (.pdf)

RequiredBid submission fee remittance (.pdf)

RequiredGST document (.pdf)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,574

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

13 Oct 2026

Download Starts

6 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

6 Oct 2026

Clarification Period

6 Oct 2026 - 12 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1school maintenance
1.001	14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .	300	sqm	-	-
1.002	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.	3	cum	-	-
1.003	OD166380/2026-2027: Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	9.44	cum	-	-
1.004	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	2.04	cum	-	-
1.005	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	31.14	sqm	-	-
1.006	13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)	66	sqm	-	-
1.007	13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer	97.14	sqm	-	-
1.008	13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work	97.14	sqm	-	-
1.009	11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.	55.73	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.99 MB

Work Item Documents

BOQ_1489781.xls

BOQ • 0.31 MB

viewsbd247-27.pdf

Tender Documents • 2.15 MB

viewnit247-27.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1school maintenance
1.001	14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .	300	sqm	-	-
1.002	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.	3	cum	-	-
1.003	OD166380/2026-2027: Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	9.44	cum	-	-
1.004	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	2.04	cum	-	-
1.005	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	31.14	sqm	-	-
1.006	13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)	66	sqm	-	-
1.007	13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer	97.14	sqm	-	-
1.008	13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work	97.14	sqm	-	-
1.009	11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.	55.73	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1school maintenance

1.001

14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .

300

sqm

1.002

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.

cum

1.003

OD166380/2026-2027: Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

9.44

cum

1.004

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

2.04

cum

1.005

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

31.14

sqm

1.006

13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

sqm

1.007

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

97.14

sqm

1.008

13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work

97.14

sqm

1.009

11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.

55.73

sqm