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Annual Plan-2025-26 Wandoor GP Proj No 609/26-Konbankallu SC Nagar drinking water project in Ward 11-General Civil Work

Local Self Government Department

Wandoor GP | Kerala

Amount: ₹2.5 LCloses: 8 Oct 2026

Timeline

Published29 Sept 2026
Closes8 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹2.5 L

EMD Value

₹6,339

Closing Date

8 Oct 2026, 10:00 am

Tender Inviting Organisation

Name

The Assistant Engineer, LIDEW Section , wandoor G

Address

The Assistant Engineer, LIDEW Section , wandoor GP

Work Description

Annual Plan-2025-26 Wandoor GP Proj No 609/26-Konbankallu SC Nagar drinking water project in Ward 11-General Civil Work

Tender Information

Tender ID

2026_LSGD_874042_1

Reference Number

RETN/03/AE/LSGD/WDR/26-27

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

345 days

Location

Wandoor GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

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)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredCONTRACTOR LICENCE (.pdf)

RequiredCONTRACTOR GST REGISTRATION (.pdf)

RequiredBID SUBMISSION DETAILS (.pdf)

Fee & Financial Details

Tender Fee Amount

₹560

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,339

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Sept 2026

Published

29 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

29 Sept 2026

Download Ends

8 Oct 2026

Submission Starts

29 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Well maintenance
1.001	OD488986/2025-2026:Demolishing latarate masonry work 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	2.54	cum	-	-
1.002	OD489152/2025-2026:engaging unskilled labour for cleaning and shifting miscellaneous work during the execution yard leveling work all labour charge include per day	11	Day	-	-
1.003	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	4.29	cum	-	-
1.004	2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	25.75	cum	-	-
1.005	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	355.46	kilogram	-	-
1.006	5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural sources derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources derived from natural sources)	7.9	cum	-	-
1.007	5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining	162.02	sqm	-	-
1.008	16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30	1.1	cum	-	-
1.009	4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	1.1	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

Integrity Pact.pdf

Tender Documents • 0.01 MB

Form Of Tender.pdf

Tender Documents • 0.01 MB

Affidavit.pdf

Tender Documents • 0.01 MB

PRELIMINARY AGREEMENT.pdf

Tender Documents • 0.02 MB

Epayment.pdf

Tender Documents • 0.00 MB

609.pdf

Tender Documents • 1.82 MB

BOQ_1482915.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Well maintenance
1.001	OD488986/2025-2026:Demolishing latarate masonry work 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	2.54	cum	-	-
1.002	OD489152/2025-2026:engaging unskilled labour for cleaning and shifting miscellaneous work during the execution yard leveling work all labour charge include per day	11	Day	-	-
1.003	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	4.29	cum	-	-
1.004	2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	25.75	cum	-	-
1.005	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	355.46	kilogram	-	-
1.006	5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural sources derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources derived from natural sources)	7.9	cum	-	-
1.007	5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining	162.02	sqm	-	-
1.008	16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30	1.1	cum	-	-
1.009	4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	1.1	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Well maintenance

1.001

OD488986/2025-2026:Demolishing latarate masonry work 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

2.54

cum

1.002

OD489152/2025-2026:engaging unskilled labour for cleaning and shifting miscellaneous work during the execution yard leveling work all labour charge include per day

Day

1.003

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

4.29

cum

1.004

2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

25.75

cum

1.005

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

355.46

kilogram

1.006

5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural sources derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources derived from natural sources)

7.9

cum

1.007

5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining

162.02

sqm

1.008

16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30

1.1

cum

1.009

4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

1.1

cum