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Civil Works - Buildings

CHERTHALA MUNICIPALITY - MAINTENANCE OF TALUK HOSPITAL

Local Self Government Department

CHERTHALA MUNICIPALITY | Alappuzha, Kerala

Amount: ₹12.7 LCloses: 30 Sept 20263d left

Timeline

Published23 Sept 2026
Closes30 Sept 2026
Bid Opening3 Oct 2026

Tender Value

₹12.7 L

EMD Value

₹31,772

Closing Date

30 Sept 2026, 6:00 pm3d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

CHERTHALA MUNICIPALITY

Work Description

152/27

Tender Information

Tender ID

2026_LSGD_871823_3

Reference Number

02/AE/CMC/IR/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

CHERTHALA MUNICIPALITY

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF EPAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E-TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹31,772

Important Dates

Last Activity

23 Sept 2026

Published

23 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

23 Sept 2026

Download Ends

30 Sept 2026

Submission Starts

23 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (31 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintanance
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	5.76	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)	0.58	cum	-	-
1.003	4.1.3A: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 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%)	4	cum	-	-
1.004	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	32	sqm	-	-
1.005	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	821.85	kg	-	-
1.006	50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., 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	539.88	kg	-	-
1.007	OD55332/2026-2027: Providing and fixing Poly Carbonate Diamond and compact sheet 4 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12 M or as decide by the Engineer in charge. The sheet shall be fixed using self drilling/ self trapping screw of size (5.5*55mm) with EPDM seal complete upto any pitch in horizontal / vertical/ curved surfaces but excluding the cost of purlins, rafters, trusses, and including cutting to shapes and sizes where ever required.	52.8	sqm	-	-
1.008	OD55300/2026-2027:Providing and fixing aluminium Trafold sheet pre coated (size, shape and pitch of corrugation as approved by Engineer-incharge) 0.45 mm or nearest available thickness,total coated 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and thickness with zinc coating 120 grams per sqm as per IS: 277, inpolyester top coat 15-18 microns. Sheet should have protective guard film of 25microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge.The sheet shall be fixed using self drilling /self tapping screws of size (5.5x55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curvedsurfaces, excluding the cost of purlins, rafters and trusses and including cuttingto size and shape wherever required.	121	sqm	-	-
2Compound wall

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 • 0.28 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.72 MB

BOQ_1478227.xls

BOQ • 0.32 MB

AFF.pdf

Additional Documents • 0.23 MB

FOT.pdf

Additional Documents • 0.24 MB

PA.pdf

Additional Documents • 0.25 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintanance
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	5.76	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)	0.58	cum	-	-
1.003	4.1.3A: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 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%)	4	cum	-	-
1.004	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	32	sqm	-	-
1.005	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	821.85	kg	-	-
1.006	50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., 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	539.88	kg	-	-
1.007	OD55332/2026-2027: Providing and fixing Poly Carbonate Diamond and compact sheet 4 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12 M or as decide by the Engineer in charge. The sheet shall be fixed using self drilling/ self trapping screw of size (5.5*55mm) with EPDM seal complete upto any pitch in horizontal / vertical/ curved surfaces but excluding the cost of purlins, rafters, trusses, and including cutting to shapes and sizes where ever required.	52.8	sqm	-	-
1.008	OD55300/2026-2027:Providing and fixing aluminium Trafold sheet pre coated (size, shape and pitch of corrugation as approved by Engineer-incharge) 0.45 mm or nearest available thickness,total coated 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and thickness with zinc coating 120 grams per sqm as per IS: 277, inpolyester top coat 15-18 microns. Sheet should have protective guard film of 25microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge.The sheet shall be fixed using self drilling /self tapping screws of size (5.5x55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curvedsurfaces, excluding the cost of purlins, rafters and trusses and including cuttingto size and shape wherever required.	121	sqm	-	-
2Compound wall

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Maintanance

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

5.76

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)

0.58

cum

1.003

4.1.3A: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 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%)

cum

1.004

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

sqm

1.005

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

821.85

1.006

50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., 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

539.88

1.007

OD55332/2026-2027: Providing and fixing Poly Carbonate Diamond and compact sheet 4 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12 M or as decide by the Engineer in charge. The sheet shall be fixed using self drilling/ self trapping screw of size (5.5*55mm) with EPDM seal complete upto any pitch in horizontal / vertical/ curved surfaces but excluding the cost of purlins, rafters, trusses, and including cutting to shapes and sizes where ever required.

52.8

sqm

1.008

OD55300/2026-2027:Providing and fixing aluminium Trafold sheet pre coated (size, shape and pitch of corrugation as approved by Engineer-incharge) 0.45 mm or nearest available thickness,total coated 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and thickness with zinc coating 120 grams per sqm as per IS: 277, inpolyester top coat 15-18 microns. Sheet should have protective guard film of 25microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge.The sheet shall be fixed using self drilling /self tapping screws of size (5.5x55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curvedsurfaces, excluding the cost of purlins, rafters and trusses and including cuttingto size and shape wherever required.

121

sqm

2Compound wall