Kerala

To Be Opened

Works

Civil Works - Others

Annual Plan 2025 26 Nedumkandam BP Construction of Tank at RRF Proj. No. 101/25

Local Self Government Department

NEDUMKANDAM | Idukki, Kerala

Amount: Refer DocsCloses: 7 Jul 2026Closed

Timeline

Published20 Jun 2026
Closed7 Jul 2026
Bid Opening9 Jul 2026

Tender Value

Refer Docs

EMD Value

₹4,233

Closing Date

7 Jul 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

GEETHU G PANICKER

Address

O/o THE ASSISTANT EXECUTIVE ENGINEER LID EW SUBDIVISION NEDUMKANDAM

Work Description

Annual Plan 2025 26 Nedumkandam BP Construction of Tank at RRF Proj. No. 101/25

Tender Information

Tender ID

2026_LSGD_856541_1

Reference Number

09T/AEE/LID EW/NDKM/2026-27 (Retender)

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

45 days

Location

NEDUMKANDAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredE PAYMENT FORM (.pdf)

RequiredINTEGRITYPACT CERTIFICATE (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredAFFIDAVIT, COPY OF LICENSE, COPY OF GST REGISTRATION, COPY OF PANCARD (.pdf)

RequiredBID DOCUMENT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,233

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

20 Jun 2026

Published

20 Jun 2026

Bid Opening

9 Jul 2026

Download Starts

20 Jun 2026

Download Ends

7 Jul 2026

Submission Starts

20 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RCC TANK
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	-	cum	-	-
1.002	OD285124/2025-2026:Dry rubble masonry with hard stone in foundation and plinth	-	cum	-	-
1.003	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)	1	cum	-	-
1.004	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	cum	-	-
1.005	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)	-	cum	-	-
1.006	5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
1.007	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	-	sqm	-	-
1.008	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	0.4	kilogram	-	-
1.009	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)	-	sqm	-	-

Documents

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details.html

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

af.pdf

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ep.pdf

Tender Documents • 0.24 MB

ip.pdf

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ft.pdf

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bd.pdf

Additional Documents • 1.77 MB

pa.pdf

Tender Documents • 0.25 MB

BOQ_1447748.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RCC TANK
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	-	cum	-	-
1.002	OD285124/2025-2026:Dry rubble masonry with hard stone in foundation and plinth	-	cum	-	-
1.003	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)	1	cum	-	-
1.004	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	cum	-	-
1.005	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)	-	cum	-	-
1.006	5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
1.007	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	-	sqm	-	-
1.008	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	0.4	kilogram	-	-
1.009	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)	-	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1RCC TANK

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

cum

1.002

OD285124/2025-2026:Dry rubble masonry with hard stone in foundation and plinth

cum

1.003

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)

cum

1.004

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)

cum

1.005

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)

cum

1.006

5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

cum

1.007

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

sqm

1.008

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

0.4

kilogram

1.009

13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)

sqm