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Re-Tender-Annual Plan KANJIKKUZHY GP 2025-2026 ADIITIONAL FACILITIES OF ANGANWADI NO 52 WARD 5

Local Self Government Department

kanjikuzhy gp | Alappuzha, Kerala

Amount: ₹1.4 LCloses: 6 Oct 2026

Timeline

Published26 Sept 2026
Closes6 Oct 2026
Bid Opening8 Oct 2026

Tender Value

₹1.4 L

EMD Value

₹3,466

Closing Date

6 Oct 2026, 2:00 pm

Tender Inviting Organisation

Name

sini.s

Address

lid ew section kanjikuzhy gp

Work Description

Re-Tender-Annual Plan KANJIKKUZHY GP 2025-2026 ADIITIONAL FACILITIES OF ANGANWADI NO 52 WARD 5

Tender Information

Tender ID

2026_LSGD_872922_31

Reference Number

01/AE/LIDEW/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

kanjikuzhy gp

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredFOT (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredIP CERTIFICATE (.pdf)

RequiredE PAYMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,466

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

26 Sept 2026

Download Ends

6 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1TRUSS WORK
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	1.01	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)	0.22	cum	-	-
1.003	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	6.72	sqm	-	-
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)	0.5	cum	-	-
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	381.4	kg	-	-
1.006	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.	55.8	sqm	-	-
1.007	OD158644/2025-2026:providing and fixing open square pipe 160160mm gutter pipe including fixing with clamps at 1.00m spacing. This included jointing of pipe with one step PVC solved cement and testing of joints complete as per direction of engineer in charge 160160mm 4kg/cm2	16.5	metre	-	-
1.008	50.18.9.18.2:Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 - External work - Exposed on wall	7.5	metre	-	-
1.009	OD158725/2025-2026:Engaging man mazdoor / coolie	3	Day	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

fot.pdf

Tender Documents • 0.25 MB

preli.pdf

Tender Documents • 0.26 MB

affid.pdf

Tender Documents • 0.24 MB

sbd.pdf

Tender Documents • 0.98 MB

BOQ_1481400.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1TRUSS WORK
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	1.01	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)	0.22	cum	-	-
1.003	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	6.72	sqm	-	-
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)	0.5	cum	-	-
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	381.4	kg	-	-
1.006	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.	55.8	sqm	-	-
1.007	OD158644/2025-2026:providing and fixing open square pipe 160160mm gutter pipe including fixing with clamps at 1.00m spacing. This included jointing of pipe with one step PVC solved cement and testing of joints complete as per direction of engineer in charge 160160mm 4kg/cm2	16.5	metre	-	-
1.008	50.18.9.18.2:Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 - External work - Exposed on wall	7.5	metre	-	-
1.009	OD158725/2025-2026:Engaging man mazdoor / coolie	3	Day	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1TRUSS WORK

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

1.01

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)

0.22

cum

1.003

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

6.72

sqm

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)

0.5

cum

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

381.4

1.006

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.

55.8

sqm

1.007

OD158644/2025-2026:providing and fixing open square pipe 160*160mm gutter pipe including fixing with clamps at 1.00m spacing. This included jointing of pipe with one step PVC solved cement and testing of joints complete as per direction of engineer in charge 160*160mm 4kg/cm2

16.5

metre

1.008

50.18.9.18.2:Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 - External work - Exposed on wall

7.5

metre

1.009

OD158725/2025-2026:Engaging man mazdoor / coolie

Day