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Annual Plan-RENOVATION OF MELATTINGAL L.P.S IN WARD -3-AMC(Proj No.132/2026-27) Renovation of Melattingal LPS In Ward-3,Attingal municipality.-General Civil Work

Local Self Government Department

Attingal Municipality | Thiruvananthapuram, Kerala

Amount: Refer DocsCloses: 12 Oct 2026

Timeline

Published1 Oct 2026
Closes12 Oct 2026
Bid Opening13 Oct 2026

Tender Value

Refer Docs

EMD Value

₹12,708

Closing Date

12 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

Address

O/O The Assistant Engineer, Attingal Municipality

Work Description

Annual Plan-RENOVATION OF MELATTINGAL L.P.S IN WARD -3-AMC(Proj No.132/2026-27) Renovation of Melattingal LPS In Ward-3,Attingal municipality.-General Civil Work

Tender Information

Tender ID

2026_LSGD_874843_4

Reference Number

04/2026-27/AE/LIDEW/ATL

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

Attingal Municipality

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 and NIT (.pdf)

RequiredE pay form (.pdf)

RequiredIntegrity PACT (.pdf)

RequiredAffidavit (.pdf)

RequiredForm of Tender (.pdf)

RequiredPreliminary Agreement (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,125

EMD Fee Amount

₹12,708

Important Dates

Last Activity

1 Oct 2026

Published

1 Oct 2026

Bid Opening

13 Oct 2026

Download Starts

1 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

1 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (21 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1School maintenance
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	2.85	sqm	-	-
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)	1.76	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	3.2	sqm	-	-
1.004	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)	0.14	cum	-	-
1.005	7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	2.65	cum	-	-
1.006	50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete	1.06	cum	-	-
1.007	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	4.11	sqm	-	-
1.008	5.22A.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Mild steel and Medium Tensile steel bars	27.36	kilogram	-	-
1.009	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).	0.34	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Tendernotice_2.pdf

PDF • 0.17 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Tendernotice_4.pdf

PDF • 0.02 MB

Tendernotice_5.pdf

PDF • 0.02 MB

Tendernotice_6.pdf

PDF • 0.03 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.84 MB

BOQ_1485257.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1School maintenance
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	2.85	sqm	-	-
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)	1.76	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	3.2	sqm	-	-
1.004	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)	0.14	cum	-	-
1.005	7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	2.65	cum	-	-
1.006	50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete	1.06	cum	-	-
1.007	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	4.11	sqm	-	-
1.008	5.22A.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Mild steel and Medium Tensile steel bars	27.36	kilogram	-	-
1.009	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).	0.34	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1School maintenance

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

2.85

sqm

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)

1.76

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

3.2

sqm

1.004

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)

0.14

cum

1.005

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

2.65

cum

1.006

50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

1.06

cum

1.007

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

4.11

sqm

1.008

5.22A.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Mild steel and Medium Tensile steel bars

27.36

kilogram

1.009

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).

0.34

cum