Kerala

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Civil Works - Buildings

Annual Plan-(2026-27) Porur Grama Panchayat, Pr.No.348/27, Improvements to Ayanikkode Anganavadi-in ward 14

Local Self Government Department

Porur | Malappuram, Kerala

Amount: ₹3.0 LCloses: 12 Oct 202612 Oct 2026Closed

Timeline

Published3 Oct 2026
Closed12 Oct 2026
Bid Opening13 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 12 Oct 2026Submission Ends:12 Oct 202612 Oct 2026

Date changes

Download Ends12 Oct 202612 Oct 2026Submission Ends12 Oct 202612 Oct 2026

Tender Value

₹3.0 L

EMD Value

₹7,408

Closing Date

12 Oct 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Ali Faaisal KT

Address

Office of the Assistant Engineer, LID and EW Section, Porur Grama Panchayat

Work Description

Annual Plan-(2026-27) Porur Grama Panchayat, Pr.No.348/27, Improvements to Ayanikkode Anganavadi-in ward 14

Tender Information

Tender ID

2026_LSGD_875928_21

Reference Number

AE/LSGD PORUR/E-TENDER-02/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

Porur

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 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 DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredFee Remittance Details (.pdf)

Fee & Financial Details

Tender Fee Amount

₹655

EMD Fee Amount

₹7,408

Important Dates

Last Activity

12 Oct 2026

Published

3 Oct 2026

Bid Opening

13 Oct 2026

Download Starts

3 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

3 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (23 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Ayanikkode anganavadi
1.001	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	2.58	cum	-	-
1.002	4.1.4: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) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)	1	cum	-	-
1.003	10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works	942.25	kg	-	-
1.004	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	255.75	kg	-	-
1.005	OD206612/2026-2027:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 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 scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (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.	21.83	sqm	-	-
1.006	50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete	3.08	cum	-	-
1.007	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	22.15	sqm	-	-
1.008	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	1.06	cum	-	-
1.009	OD206708/2026-2027:Demolishing laterite masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar	1.24	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.07 MB

Work Item Documents

BOQ_1487829.xls

BOQ • 0.32 MB

TenderDocuments_Affidavit.pdf

Tender Documents • 0.24 MB

TenderDocuments_e-payment form.pdf

Tender Documents • 0.23 MB

TenderDocuments_Estimate.pdf

Tender Documents • 0.06 MB

TenderDocuments_FEE REMITTANCE.pdf

Tender Documents • 0.33 MB

TenderDocuments_Form of Tender.pdf

Tender Documents • 0.25 MB

TenderDocuments_Integrity pact.pdf

Tender Documents • 0.23 MB

TenderDocuments_NIT348.pdf

Tender Documents • 0.03 MB

TenderDocuments_Pre Agreement.pdf

Tender Documents • 0.26 MB

TenderDocuments_SBD348.pdf

Tender Documents • 2.08 MB

Corrigendum Documents

Corrigentum21.pdf

PDF • 0.25 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Ayanikkode anganavadi
1.001	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	2.58	cum	-	-
1.002	4.1.4: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) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)	1	cum	-	-
1.003	10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works	942.25	kg	-	-
1.004	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	255.75	kg	-	-
1.005	OD206612/2026-2027:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 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 scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (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.	21.83	sqm	-	-
1.006	50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete	3.08	cum	-	-
1.007	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	22.15	sqm	-	-
1.008	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	1.06	cum	-	-
1.009	OD206708/2026-2027:Demolishing laterite masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar	1.24	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Ayanikkode anganavadi

1.001

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

2.58

cum

1.002

4.1.4: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) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)

cum

1.003

10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

942.25

1.004

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

255.75

1.005

OD206612/2026-2027:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 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 scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (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.

21.83

sqm

1.006

50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

3.08

cum

1.007

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

22.15

sqm

1.008

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

1.06

cum

1.009

OD206708/2026-2027:Demolishing laterite masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar

1.24

cum