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Annual Plan-PATTAMBI BLOCK PANCHAYATH Pro. No. 202/2026-27-MAINTENANCE OF BUILDINGS IN BLOCK OFFICE COMPOUND

Local Self Government Department

PATTAMBI | Palakkad, Kerala

Amount: ₹8.5 LCloses: 28 Sept 2026Due tomorrow

Timeline

Published18 Sept 2026
Closes28 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹8.5 L

EMD Value

₹21,175

Closing Date

28 Sept 2026, 5:00 pmDue tomorrow

Tender Inviting Organisation

Name

Asst. Executive Engineer, Pattambi Block

Address

Asst. Executive Engineer, Pattambi Block

Work Description

Annual Plan-PATTAMBI BLOCK PANCHAYATH Pro. No. 202/2026-27-MAINTENANCE OF BUILDINGS IN BLOCK OFFICE COMPOUND

Tender Information

Tender ID

2026_LSGD_870986_5

Reference Number

04/2026-27/AEE/LIDEW/PTB

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

PATTAMBI

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSIGNED COPY OF INTEGRITY PACTCERTIFICATE (.pdf)

RequiredSIGNED COPY OF AFFIDAVIT (.pdf)

RequiredSIGNESIGNED COPY OF FORM OF TENDER (.pdf)

RequiredSIGNED COPY OF SBD AND NIT (.pdf)

RequiredSIGNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredE-Payment Form (.pdf)

RequiredTender Schedule-BOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,175

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

18 Sept 2026

Published

18 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

18 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

18 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (33 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CANTEEN
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	43.2	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)	6.17	cum	-	-
1.003	5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)	2.88	cum	-	-
1.004	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	7.68	sqm	-	-
1.005	50.6.1.6: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 super structure above floor two level upto floor five level thickness 20cm and above in : CM 1:6 ( 1 cement : 6 coarse sand sand) etc complete	1.51	cum	-	-
1.006	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).	4.28	cum	-	-
1.007	5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges	15.05	sqm	-	-
1.008	5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide	2.2	metre	-	-
1.009	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	349.2	kilogram	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.85 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 2.16 MB

viewnit.pdf

Tender Documents • 0.03 MB

BOQ_1476122.xls

BOQ • 0.33 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CANTEEN
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	43.2	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)	6.17	cum	-	-
1.003	5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)	2.88	cum	-	-
1.004	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	7.68	sqm	-	-
1.005	50.6.1.6: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 super structure above floor two level upto floor five level thickness 20cm and above in : CM 1:6 ( 1 cement : 6 coarse sand sand) etc complete	1.51	cum	-	-
1.006	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).	4.28	cum	-	-
1.007	5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges	15.05	sqm	-	-
1.008	5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide	2.2	metre	-	-
1.009	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	349.2	kilogram	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1CANTEEN

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

43.2

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)

6.17

cum

1.003

5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

2.88

cum

1.004

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

7.68

sqm

1.005

50.6.1.6: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 super structure above floor two level upto floor five level thickness 20cm and above in : CM 1:6 ( 1 cement : 6 coarse sand sand) etc complete

1.51

cum

1.006

5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

4.28

cum

1.007

5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges

15.05

sqm

1.008

5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide

2.2

metre

1.009

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

349.2

kilogram