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GENERAL-Urgent Special Repair Works to Karumady Rest House and construction of waiting shed-Karumady Rest House-General Civil Work

Public Works Department

Alappuzha, Kerala

Amount: ₹4.2 LCloses: 9 Oct 20267d left

Timeline

Published1 Oct 2026
Closes9 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹4.2 L

EMD Value

₹10,592

Closing Date

9 Oct 2026, 5:00 pm7d left

Tender Inviting Organisation

Name

ASSISTANT EXECUTIVE ENGINEER

Address

PWD BUILDINGS SUBDIVISION ALAPPUZHA

Work Description

GENERAL-Urgent Special Repair Works to Karumady Rest House and construction of waiting shed-Karumady Rest House-General Civil Work

Tender Information

Tender ID

2026_PWD_875499_1

Reference Number

PWD/BLDG/TR/10598/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

ALAPPUZHA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredGST (.pdf)

RequiredLICENSE (.pdf)

RequiredSBD (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredEPAYMENT FORM (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredINTEGRITY PACT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,592

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Oct 2026

Published

1 Oct 2026

Bid Opening

12 Oct 2026

Download Starts

1 Oct 2026

Download Ends

9 Oct 2026

Submission Starts

1 Oct 2026

Clarification Period

1 Oct 2026 - 9 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (53 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Urgent Special Repair Works To Karumady Rest House
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	0.65	cum	-	-
1.002	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	4.44	sqm	-	-
1.003	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)	0.11	cum	-	-
1.004	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)	0.43	cum	-	-
1.005	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	266.13	kg	-	-
1.006	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	212.47	kg	-	-
1.007	13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work	29.5	sqm	-	-
1.008	12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns 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 (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.	31.03	sqm	-	-
1.009	OD74243/2026-2027: Supplying and fixing 160 mm PVC pathy 2.5 kg/cm2 for gutter including 25x6 mm thick MS clamp at 75 cm c/c including all cost and labor charges etc. completed	7.3	metre	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

SBD.pdf

Tender Documents • 1.64 MB

BOQ_1486367.xls

BOQ • 0.34 MB

EPAYMENTFORM.pdf

Tender Documents • 0.17 MB

FORMOFTENDER.pdf

Tender Documents • 0.01 MB

PRELIMINARYAGREEMENT.pdf

Tender Documents • 0.12 MB

AFFIDAVIT.pdf

Additional Documents • 0.01 MB

INTEGRITYPACTCERTIFICATE.pdf

Additional Documents • 0.01 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Urgent Special Repair Works To Karumady Rest House
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	0.65	cum	-	-
1.002	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	4.44	sqm	-	-
1.003	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)	0.11	cum	-	-
1.004	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)	0.43	cum	-	-
1.005	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	266.13	kg	-	-
1.006	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	212.47	kg	-	-
1.007	13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work	29.5	sqm	-	-
1.008	12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns 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 (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.	31.03	sqm	-	-
1.009	OD74243/2026-2027: Supplying and fixing 160 mm PVC pathy 2.5 kg/cm2 for gutter including 25x6 mm thick MS clamp at 75 cm c/c including all cost and labor charges etc. completed	7.3	metre	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Urgent Special Repair Works To Karumady Rest House

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

0.65

cum

1.002

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

4.44

sqm

1.003

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)

0.11

cum

1.004

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)

0.43

cum

1.005

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

266.13

1.006

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

212.47

1.007

13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

29.5

sqm

1.008

12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns 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 (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

31.03

sqm

1.009

OD74243/2026-2027: Supplying and fixing 160 mm PVC pathy 2.5 kg/cm2 for gutter including 25x6 mm thick MS clamp at 75 cm c/c including all cost and labor charges etc. completed

7.3

metre