Tender ID

Kerala

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Works

Civil Works - Others

GENERAL DP Thiruvananthapuram Project No 1353 Construction of Goat shed at DAF Peringamala Construction of Goat Shed at DAF Peringamala General Civil Work

Department of Agriculture

Peringamala | Thiruvananthapuram, Kerala

Amount: ₹13.6 LCloses: 10 Nov 20263d left

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Timeline

Published30 Oct 2026
Closes10 Nov 2026
Bid Opening12 Nov 2026

Tender Value

₹13.6 L

EMD Value

₹33,896

Closing Date

10 Nov 2026, 6:00 pm3d left

Tender Inviting Organisation

Name

ASST EXE ENGINEER AGRI TVPM

Address

Office of Asst Exe Engineer(Agri) World Market Compound NH-66 Bypass Venpalavattom Anayara P O PIN 695029

Work Description

GENERAL DP Thiruvananthapuram Project No 1353 Construction of Goat shed at DAF Peringamala Construction of Goat Shed at DAF Peringamala General Civil Work

Tender Information

Tender ID

2026_AGRI_882667_1

Reference Number

AGRI/DOA/108/2026-2027

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

300 days

Location

Peringamala

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredNIT (.pdf)

RequiredStandard Bid Document (.pdf)

RequiredForm of Tender (.pdf)

RequiredPreliminary Agreement (.pdf)

RequiredAffidavit (.pdf)

RequiredePay Form (.pdf)

RequiredIntegrity Pact (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹33,896

Important Dates

Last Activity

30 Oct 2026

Published

30 Oct 2026

Bid Opening

12 Nov 2026

Download Starts

30 Oct 2026

Download Ends

10 Nov 2026

Submission Starts

30 Oct 2026

Clarification Period

30 Oct 2026 - 10 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of new goat shed near cattle shed (12 m x 6 m)
1.001	2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil	144	sqm	-	-
1.002	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	18.57	cum	-	-
1.003	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)	9.47	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)	10.1	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	2,746.28	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	554.68	kg	-	-
1.007	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.	140.16	sqm	-	-
1.008	12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screwscomplete :Ridges plain (500-600 mm)	14.2	metre	-	-
1.009	OD1002/2025-2026:Providing and fixing 600 x 600 mm x 70 mm made of polypropylene weight 2.6-2.7 kgs. 70 percentage opening, acid and alkali resistant, self cleaning corrosion resistant plastic slatted flooring. (suitable for up to 110kg live sheep and goat shed flooring)	80.4	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

viewnit.pdf

Tender Documents • 0.03 MB

viewsbd.pdf

Tender Documents • 2.28 MB

formoftender.pdf

Tender Documents • 0.03 MB

preliminaryagreement.pdf

Tender Documents • 0.08 MB

epay.pdf

Tender Documents • 0.05 MB

affidavit.pdf

Tender Documents • 0.03 MB

integritypact.pdf

Tender Documents • 0.05 MB

BOQ_1505405.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of new goat shed near cattle shed (12 m x 6 m)
1.001	2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil	144	sqm	-	-
1.002	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	18.57	cum	-	-
1.003	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)	9.47	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)	10.1	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	2,746.28	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	554.68	kg	-	-
1.007	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.	140.16	sqm	-	-
1.008	12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screwscomplete :Ridges plain (500-600 mm)	14.2	metre	-	-
1.009	OD1002/2025-2026:Providing and fixing 600 x 600 mm x 70 mm made of polypropylene weight 2.6-2.7 kgs. 70 percentage opening, acid and alkali resistant, self cleaning corrosion resistant plastic slatted flooring. (suitable for up to 110kg live sheep and goat shed flooring)	80.4	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of new goat shed near cattle shed (12 m x 6 m)

1.001

2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil

144

sqm

1.002

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

18.57

cum

1.003

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)

9.47

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)

10.1

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

2,746.28

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

554.68

1.007

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.

140.16

sqm

1.008

12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screwscomplete :Ridges plain (500-600 mm)

14.2

metre

1.009

OD1002/2025-2026:Providing and fixing 600 x 600 mm x 70 mm made of polypropylene weight 2.6-2.7 kgs. 70 percentage opening, acid and alkali resistant, self cleaning corrosion resistant plastic slatted flooring. (suitable for up to 110kg live sheep and goat shed flooring)

80.4

sqm