Kerala

To Be Opened

Works

Civil Works - Buildings

Annual Plan 2026-27 Various Anganwadi Renovation Proj No 267/26-27 SO

Local Self Government Department

Vilayur GP | Palakkad, Kerala

Amount: ₹5.1 LCloses: 26 Sept 202625 Sept 2026Closed

Timeline

Published16 Sept 2026
Closed26 Sept 202625 Sept 2026
Bid Opening28 Sept 2026

Corrigenda

Corrigendum

2 updatesLatest on 26 Sept 2026Submission Ends:25 Sept 202626 Sept 2026

Date changes

Download Ends25 Sept 202626 Sept 2026Submission Ends25 Sept 202626 Sept 2026

Tender Value

₹5.1 L

EMD Value

₹12,711

Closing Date

26 Sept 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Address

Office of Assistant Engineer Vilayur GP

Work Description

Various Anganwadi Renovation Proj No 267/26-27 SO

Tender Information

Tender ID

2026_LSGD_870121_1

Reference Number

01/2026/AE/LIDEW/VLR

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

Vilayur GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredSIGNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSIGNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSIGNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSIGNED COPY OF AFFIDAVIT (.pdf)

RequiredSIGNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredScanned copy of AADHAR , PAN, GST REGISTRATION (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,125

EMD Fee Amount

₹12,711

Important Dates

Last Activity

26 Sept 2026

Published

16 Sept 2026

Bid Opening

28 Sept 2026

Download Starts

16 Sept 2026

Download Ends

26 Sept 2026

Submission Starts

16 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (30 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Pookkadamkunnu Anganwadi Renovation - C.No.61
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	2.7	cum	-	-
1.002	OD473323/2025-2026:(Modified DSR Item code 60.7.1)DRY RUBBLE MASONRY _ Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	2.7	cum	-	-
1.003	5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	0.6	cum	-	-
1.004	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	2.4	sqm	-	-
1.005	50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	1.08	cum	-	-
1.006	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	16.2	sqm	-	-
1.007	13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)	16.2	sqm	-	-
1.008	11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.	24	sqm	-	-
1.009	10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes	264	kg	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.22 MB

Work Item Documents

BOQ_1474372.xls

BOQ • 0.32 MB

306anganwadinitsbd.pdf

Tender Documents • 2.91 MB

Corrigendum Documents

corrigendumsept.pdf

PDF • 0.34 MB

corrigandumsep.pdf

PDF • 0.34 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Pookkadamkunnu Anganwadi Renovation - C.No.61
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	2.7	cum	-	-
1.002	OD473323/2025-2026:(Modified DSR Item code 60.7.1)DRY RUBBLE MASONRY _ Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	2.7	cum	-	-
1.003	5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	0.6	cum	-	-
1.004	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	2.4	sqm	-	-
1.005	50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	1.08	cum	-	-
1.006	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	16.2	sqm	-	-
1.007	13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)	16.2	sqm	-	-
1.008	11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.	24	sqm	-	-
1.009	10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes	264	kg	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Pookkadamkunnu Anganwadi Renovation - C.No.61

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

2.7

cum

1.002

OD473323/2025-2026:(Modified DSR Item code 60.7.1)DRY RUBBLE MASONRY _ Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

2.7

cum

1.003

5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

0.6

cum

1.004

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

2.4

sqm

1.005

50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

1.08

cum

1.006

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

16.2

sqm

1.007

13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)

16.2

sqm

1.008

11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.

sqm

1.009

10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes

264