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Civil Works - Buildings

Pro No 357/27 Kodakara GLP School Front side Bus Stop Renovation Reach 2

Local Self Government Department

KODAKARA | Thrissur, Kerala

Amount: ₹2.5 LCloses: 24 Oct 20265d left

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Timeline

Published15 Oct 2026
Closes24 Oct 2026
Bid Opening26 Oct 2026

Tender Value

₹2.5 L

EMD Value

₹6,325

Closing Date

24 Oct 2026, 1:00 pm5d left

Tender Inviting Organisation

Name

VIDHYA P V

Address

AE OFFICE KODAKARA

Work Description

Pro No 357/27 Kodakara GLP School Front side Bus Stop Renovation Reach 2

Tender Information

Tender ID

2026_LSGD_879736_7

Reference Number

02/E/AE/LIDEW/KDA/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

KODAKARA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

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)

RequiredSBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹560

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,325

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Oct 2026

Published

15 Oct 2026

Bid Opening

26 Oct 2026

Download Starts

15 Oct 2026

Download Ends

24 Oct 2026

Submission Starts

15 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Bus stop Rennovation
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	0.54	cum	-	-
1.002	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)	0.54	cum	-	-
1.003	5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	1.03	cum	-	-
1.004	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	4.74	sqm	-	-
1.005	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	79.8	kilogram	-	-
1.006	OD195355/2026-2027:Modified 50.10.2 and 10.16 Steel work for purlin /single section with (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes	265.2	kg	-	-
1.007	OD195356/2026-2027:Providing and fixing FRP Rain water collection gutter pipe 3 mm thick or nearest available size with step jointing of 50mm at site (150 mm) of approved make including cost of necessary fittings, labour for fixing, scaffolding charge etc. complete	15	metre	-	-
1.008	OD195357/2026-2027:Plain ridge capping 225mm flaps with 0.35mm/nearest available thickness SS screws including plain washers and bitumen washers etc complete.	15	metre	-	-
1.009	OD195360/2026-2027:OD43520/2024-2025 Providing and fixing precolated galvanised iron profile sheet (size,shape,and pitch of corrugation as approved by Engineer in charge )0.35mm(+0.05%) total coated thickness with zinc coating 120grams per sqmas per IS 277 in 240mpasteel grade 5- 7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns.The sheet should have a protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12metre or as desired by Engineer in charge .The sheet shall be fixed using self drilling self tapping screws of size (5.5x55mm)with EPDM seal,complete upto any pitch in horizontal /vertical or curved surfaces,excluding the cost of purlins raftersand trussesd and including cuttingti size and shape wherever required(Modified data 51.20)	13.2	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.16 MB

Tendernotice_2.pdf

PDF • 0.03 MB

Tendernotice_3.pdf

PDF • 0.02 MB

Work Item Documents

BOQ_1495911.xls

BOQ • 0.31 MB

357PRE.pdf

Tender Documents • 0.08 MB

357AFF.pdf

Tender Documents • 0.07 MB

357BD.pdf

Tender Documents • 1.83 MB

357FOT.pdf

Tender Documents • 0.01 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Bus stop Rennovation
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	0.54	cum	-	-
1.002	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)	0.54	cum	-	-
1.003	5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	1.03	cum	-	-
1.004	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	4.74	sqm	-	-
1.005	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	79.8	kilogram	-	-
1.006	OD195355/2026-2027:Modified 50.10.2 and 10.16 Steel work for purlin /single section with (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes	265.2	kg	-	-
1.007	OD195356/2026-2027:Providing and fixing FRP Rain water collection gutter pipe 3 mm thick or nearest available size with step jointing of 50mm at site (150 mm) of approved make including cost of necessary fittings, labour for fixing, scaffolding charge etc. complete	15	metre	-	-
1.008	OD195357/2026-2027:Plain ridge capping 225mm flaps with 0.35mm/nearest available thickness SS screws including plain washers and bitumen washers etc complete.	15	metre	-	-
1.009	OD195360/2026-2027:OD43520/2024-2025 Providing and fixing precolated galvanised iron profile sheet (size,shape,and pitch of corrugation as approved by Engineer in charge )0.35mm(+0.05%) total coated thickness with zinc coating 120grams per sqmas per IS 277 in 240mpasteel grade 5- 7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns.The sheet should have a protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12metre or as desired by Engineer in charge .The sheet shall be fixed using self drilling self tapping screws of size (5.5x55mm)with EPDM seal,complete upto any pitch in horizontal /vertical or curved surfaces,excluding the cost of purlins raftersand trussesd and including cuttingti size and shape wherever required(Modified data 51.20)	13.2	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Bus stop Rennovation

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

0.54

cum

1.002

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)

0.54

cum

1.003

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

1.03

cum

1.004

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

4.74

sqm

1.005

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

79.8

kilogram

1.006

OD195355/2026-2027:Modified 50.10.2 and 10.16 Steel work for purlin /single section with (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes

265.2

1.007

OD195356/2026-2027:Providing and fixing FRP Rain water collection gutter pipe 3 mm thick or nearest available size with step jointing of 50mm at site (150 mm) of approved make including cost of necessary fittings, labour for fixing, scaffolding charge etc. complete

metre

1.008

OD195357/2026-2027:Plain ridge capping 225mm flaps with 0.35mm/nearest available thickness SS screws including plain washers and bitumen washers etc complete.

metre

1.009

OD195360/2026-2027:OD43520/2024-2025 Providing and fixing precolated galvanised iron profile sheet (size,shape,and pitch of corrugation as approved by Engineer in charge )0.35mm(+0.05%) total coated thickness with zinc coating 120grams per sqmas per IS 277 in 240mpasteel grade 5- 7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns.The sheet should have a protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12metre or as desired by Engineer in charge .The sheet shall be fixed using self drilling self tapping screws of size (5.5x55mm)with EPDM seal,complete upto any pitch in horizontal /vertical or curved surfaces,excluding the cost of purlins raftersand trussesd and including cuttingti size and shape wherever required(Modified data 51.20)

13.2

sqm