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GENERAL-AM 2026-27 - URMI VCB-Annual maintenance of Urmi VCB cum Bridge in Paivalike Grama Panchayath.-General Civil Work

Irrigation Department

Urmi | Kasaragod, Kerala

Amount: ₹1.9 LCloses: 19 Oct 20266d left

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Timeline

Published12 Oct 2026
Closes19 Oct 2026
Bid Opening22 Oct 2026

Tender Value

₹1.9 L

EMD Value

₹4,861

Closing Date

19 Oct 2026, 6:00 pm6d left

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Office of the Assistant Executive Engineer, Minor Irrigation Subdivision, Manjeshwar - 671323

Work Description

GENERAL-AM 2026-27 - URMI VCB-Annual maintenance of Urmi VCB cum Bridge in Paivalike Grama Panchayath.-General Civil Work

Tender Information

Tender ID

2026_Irrig_878616_1

Reference Number

IRR/IA/TR/4798/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

365 days

Location

Urmi

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittence , Bid submission fee remitance and Requistion for e payment as per item no-6 (.pdf)

RequiredBid submission letter as per item no-1 part VI and Intergrity pact certificate as per item no-3 part (.pdf)

RequiredPreliminary agreement as per item no-2 part VI (.pdf)

RequiredAffidavit as per item no-4 part VI (.pdf)

RequiredBidder valid registration certificate part VI and GST registration certificate (.pdf)

RequiredBid document with NIT (.pdf)

RequiredBOQ(Schedule) (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,861

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

22 Oct 2026

Download Starts

12 Oct 2026

Download Ends

19 Oct 2026

Submission Starts

12 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Repairs to Store shed
1.001	15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.	64.68	sqm	-	-
1.002	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	1.71	cum	-	-
1.003	11.5:62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufactures specification. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.	11.4	sqm	-	-
1.004	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	75	sqm	-	-
1.005	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).	1.83	cum	-	-
1.006	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	134.52	kilogram	-	-
1.007	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	1.53	sqm	-	-
1.008	5.23:Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand).	37.89	sqm	-	-
1.009	13.37.1:White washing with lime to give an even shade:New work (three or more coats)	77.04	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.08 MB

Work Item Documents

SBD.pdf

Tender Documents • 1.84 MB

BOQ_1493317.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Repairs to Store shed
1.001	15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.	64.68	sqm	-	-
1.002	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	1.71	cum	-	-
1.003	11.5:62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufactures specification. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.	11.4	sqm	-	-
1.004	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	75	sqm	-	-
1.005	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).	1.83	cum	-	-
1.006	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	134.52	kilogram	-	-
1.007	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	1.53	sqm	-	-
1.008	5.23:Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand).	37.89	sqm	-	-
1.009	13.37.1:White washing with lime to give an even shade:New work (three or more coats)	77.04	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Repairs to Store shed

1.001

15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

64.68

sqm

1.002

15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

1.71

cum

1.003

11.5:62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufactures specification. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

11.4

sqm

1.004

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

sqm

1.005

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).

1.83

cum

1.006

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

134.52

kilogram

1.007

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

1.53

sqm

1.008

5.23:Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand).

37.89

sqm

1.009

13.37.1:White washing with lime to give an even shade:New work (three or more coats)

77.04

sqm