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GENERAL-MVIP -Urgent Repairs to the Sluice 1 Head Regulator Building Roof beam and slab-General Civil Work

Irrigation Department

Malankara Dam, Muttom | Idukki, Kerala

Amount: ₹4.2 LCloses: 17 Oct 20266d left

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Timeline

Published8 Oct 2026
Closes17 Oct 2026
Bid Opening19 Oct 2026

Tender Value

₹4.2 L

EMD Value

₹10,584

Closing Date

17 Oct 2026, 5:00 pm6d left

Tender Inviting Organisation

Name

Jais John

Address

Office of The Assistant Executive Engineer,M.V.I.P Subdivision No.1 Muttom 685587.

Work Description

This work is proposed for Urgent Repairs to the Sluice 1 Head Regulator Building Roof beam and slab of Malankara Dam.

Tender Information

Tender ID

2026_Irrig_877493_1

Reference Number

IRR/PII/TR/1263/2026

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

270 days

Location

Malankara Dam, Muttom

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredBid submission letter as per item no.1 (.pdf)

RequiredIntegrity pact certificate as per item no.3 part VI (.pdf)

RequiredTender Form (.pdf)

RequiredScanned copy of preliminary agreement as per item no-2 part VI (.pdf)

RequiredSigned copy of Affidavit as per item no.4 Part VI (.pdf)

RequiredRequisition for e payment as per item no.6 part VI (.pdf)

RequiredScanned copy of registration certificate and Pan Card and GST Registration (.pdf)

RequiredStandard bid document (BIDDOC) (.pdf)

RequiredTender Schedule (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,584

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

19 Oct 2026

Download Starts

8 Oct 2026

Download Ends

17 Oct 2026

Submission Starts

8 Oct 2026

Clarification Period

8 Oct 2026 - 17 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A: LBMC and RBMC control room rectification
1.001	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	6.97	cum	-	-
1.002	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	19.25	sqm	-	-
1.003	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	35.56	sqm	-	-
1.004	5.11.1:Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)	39.95	sqm	-	-
1.005	14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .	155.19	sqm	-	-
1.006	5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more	676.76	kg	-	-
1.007	10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.	9.88	kilogram	-	-
1.008	15.6:Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B work.	22.68	kg	-	-
1.009	OD51375/2025-2026:Providing Nitobond EP, Epoxy resin concrete bonding agent,for bonding fresh wet cementitious materials to existing cementitious surfaces. The product shall achieve 50 N/mm2 compressive strength, 20 N/mm2 tensile strength, 35 N/mm2 flexural strength and 10 N/mm2 shear strength. The adhesive bond to the concrete substrate shall exceed the tensile strength of the host concrete.	0.15	Litre	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

NIT.pdf

Tender Documents • 0.03 MB

integrty_pact.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A: LBMC and RBMC control room rectification
1.001	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	6.97	cum	-	-
1.002	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	19.25	sqm	-	-
1.003	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	35.56	sqm	-	-
1.004	5.11.1:Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)	39.95	sqm	-	-
1.005	14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .	155.19	sqm	-	-
1.006	5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more	676.76	kg	-	-
1.007	10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.	9.88	kilogram	-	-
1.008	15.6:Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B work.	22.68	kg	-	-
1.009	OD51375/2025-2026:Providing Nitobond EP, Epoxy resin concrete bonding agent,for bonding fresh wet cementitious materials to existing cementitious surfaces. The product shall achieve 50 N/mm2 compressive strength, 20 N/mm2 tensile strength, 35 N/mm2 flexural strength and 10 N/mm2 shear strength. The adhesive bond to the concrete substrate shall exceed the tensile strength of the host concrete.	0.15	Litre	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A: LBMC and RBMC control room rectification

1.001

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

6.97

cum

1.002

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

19.25

sqm

1.003

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

35.56

sqm

1.004

5.11.1:Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)

39.95

sqm

1.005

14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .

155.19

sqm

1.006

5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

676.76

1.007

10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

9.88

kilogram

1.008

15.6:Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B work.

22.68

1.009

OD51375/2025-2026:Providing Nitobond EP, Epoxy resin concrete bonding agent,for bonding fresh wet cementitious materials to existing cementitious surfaces. The product shall achieve 50 N/mm2 compressive strength, 20 N/mm2 tensile strength, 35 N/mm2 flexural strength and 10 N/mm2 shear strength. The adhesive bond to the concrete substrate shall exceed the tensile strength of the host concrete.

0.15

Litre