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GENERAL-Tidal bund 2026-27 KANDALLOOR-Providing temporary tidal bund(Salinity barrier) for the year 2026-27 across various thodu in Kandalloor Panchayath.-General Civil Work

Irrigation Department

KANDALLOOR | Alappuzha, Kerala

Amount: ₹3.4 LCloses: 19 Oct 2026Due today

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Timeline

Published15 Oct 2026
Closes19 Oct 2026
Bid Opening20 Oct 2026

Tender Value

₹3.4 L

EMD Value

₹8,450

Closing Date

19 Oct 2026, 11:00 amDue today

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

AEE,MI sub division Haripad

Work Description

GENERAL-Tidal bund 2026-27 KANDALLOOR-Providing temporary tidal bund(Salinity barrier) for the year 2026-27 across various thodu in Kandalloor Panchayath.-General Civil Work

Tender Information

Tender ID

2026_Irrig_876850_2

Reference Number

IRR/KP/TR/4128/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Wise

Period of Work

360 days

Location

KANDALLOOR

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of Bid security remittance (.pdf)

RequiredBid submission fee remittance and Requisition for e- payment as per Item No 6 Part VI (.pdf)

RequiredScanned copy of Bid Submission letter as per item No 1 Part VI (.pdf)

RequiredScanned copy of Pact certificate as per item No 3 Part VI (.pdf)

RequiredScanned copy of preliminary agreement executed in White paper (.pdf)

RequiredScanned copy of Affidavit as per Item No 4 Part VI (.pdf)

RequiredScanned copy of Registration Certificate attested by a Gazetted Officer (.pdf)

RequiredScanned copy of NIT, Bid document and GST document (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹745

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,450

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Oct 2026

Published

15 Oct 2026

Bid Opening

20 Oct 2026

Download Starts

15 Oct 2026

Download Ends

19 Oct 2026

Submission Starts

15 Oct 2026

Clarification Period

15 Oct 2026 - 19 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Temporary Tidal Bund
1.001	60.8:Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete	1,005	1 cud m	-	-
1.002	OD12977/2026-2027:Hire charges for one second class boat with two boat men for conveying the shutter planks to the regulator site,from the storing place as per the direction of the department officers at site	6	each	-	-
1.003	OD12976/2026-2027:Labour engaged for removing floating materials accumulated near the bund	12	each	-	-
1.004	OD12973/2026-2027:Engaging man mazdoor for handling fitting the shutter planks to the regulator grooves including clearing the slot and grooves of the regulator and after season removing the shutter etc. complete as per standard specification and as directed by the departmental officers at site	18	each	-	-
1.005	50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge	9.38	cum	-	-
1.006	OD12974/2026-2027:supplying watchman for watching the bund	30	Day	-	-
1.007	OD12975/2026-2027:Forming bund to a width of 1.5 m and 1.5 m (av) height and protecting the sides with 1/2 split well matured and sound coconut post 2.7 m long driving down 1.2 m below ground level on both sides at 1.0 m c/c, fitting 1/4 split coconut wailing pieces in two rows on either sides and tying with 1/4 split coconut cross ties at 2.0 m c/c connecting the alternate set of post , filling inside the formation and providing plastic sheet (medium quality) inside the screen and filled with earth etc as per the instruction by the departmental officers at site and maintaining the bund properly through out the cultivation period including cutting and removing materials and clearing area etc complete as per the direction above ( Hire and Width = 1.5 m , Height = 1.5 m Length of coconut pile = 2.7 m Spacing = 1 m c/c Length of 1/2 split coconut pile required for 10 m = (10/1+1)x2 = 22 Nos x 2.7 m =59.4m Length of 1/4 Split coconut pieces for weiling pieces for 10 m = 2 x 2 = 4 Nos x 10 m = 40 m Length of 1/4 Split coconut pieces for cross ties = 10/2+1 = 6 Nos 2 x 1.5 = 18.0 m Arecanut reapers for vertical = (10/0.15+1)x2 135 Nos x 1.5 m = 202 m Arecanut reapers for horizontal = (1.5/0.15+1) x 2 = 22 Nos. x 10 m = 220 m Plastic medium sheet = 10.30x1.5x2 = 30.9 m2 Cost of 1/2 split coconut post (Details vide 60.64.2), Coconut post requied for 1 m =59.4/10 = 5.94 m (average length of coconut pile 6 m and dia 25 cm ) Assuming coconut post can be used 2 times No of Coconut pile required for 1 m = 5.94/6 = 0.99 No Carriage of timber = 0.99 x 6 x 3.14 x.125x.125 = 0.291 cum Assuming 2 rows wailing pieces in both sides and 2 cross ties, Total 40+18= 58 m Hence for 1m = 58/10= 5.8 m Total No of Coconut piles 1/ 2 split for 10 m length @ 1.0 m c/c = 10/1.0+1 = 11 Nos. on both sides = 11 x 2 =22 Nos for 1 m length - 22/10 = 2.2 Nos Pile Driving down length = 1.2 m, Total length= 1.2 x 2.2 = 2.64 m Screening the frame with medium quality plastic sheet nailed to wailing pieces and coconut post, Sheet required = 10.3 x 2x 1.5 = 30.90 sqm, For 1 m = 30.90/10 = 3.1 sqm Quantity of earth = 1.5 x 1.5 = 2.25 cum	33.56	metre	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Tendernotice_2.pdf

PDF • 4.17 MB

Work Item Documents

BOQ_1495555.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Temporary Tidal Bund
1.001	60.8:Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete	1,005	1 cud m	-	-
1.002	OD12977/2026-2027:Hire charges for one second class boat with two boat men for conveying the shutter planks to the regulator site,from the storing place as per the direction of the department officers at site	6	each	-	-
1.003	OD12976/2026-2027:Labour engaged for removing floating materials accumulated near the bund	12	each	-	-
1.004	OD12973/2026-2027:Engaging man mazdoor for handling fitting the shutter planks to the regulator grooves including clearing the slot and grooves of the regulator and after season removing the shutter etc. complete as per standard specification and as directed by the departmental officers at site	18	each	-	-
1.005	50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge	9.38	cum	-	-
1.006	OD12974/2026-2027:supplying watchman for watching the bund	30	Day	-	-
1.007	OD12975/2026-2027:Forming bund to a width of 1.5 m and 1.5 m (av) height and protecting the sides with 1/2 split well matured and sound coconut post 2.7 m long driving down 1.2 m below ground level on both sides at 1.0 m c/c, fitting 1/4 split coconut wailing pieces in two rows on either sides and tying with 1/4 split coconut cross ties at 2.0 m c/c connecting the alternate set of post , filling inside the formation and providing plastic sheet (medium quality) inside the screen and filled with earth etc as per the instruction by the departmental officers at site and maintaining the bund properly through out the cultivation period including cutting and removing materials and clearing area etc complete as per the direction above ( Hire and Width = 1.5 m , Height = 1.5 m Length of coconut pile = 2.7 m Spacing = 1 m c/c Length of 1/2 split coconut pile required for 10 m = (10/1+1)x2 = 22 Nos x 2.7 m =59.4m Length of 1/4 Split coconut pieces for weiling pieces for 10 m = 2 x 2 = 4 Nos x 10 m = 40 m Length of 1/4 Split coconut pieces for cross ties = 10/2+1 = 6 Nos 2 x 1.5 = 18.0 m Arecanut reapers for vertical = (10/0.15+1)x2 135 Nos x 1.5 m = 202 m Arecanut reapers for horizontal = (1.5/0.15+1) x 2 = 22 Nos. x 10 m = 220 m Plastic medium sheet = 10.30x1.5x2 = 30.9 m2 Cost of 1/2 split coconut post (Details vide 60.64.2), Coconut post requied for 1 m =59.4/10 = 5.94 m (average length of coconut pile 6 m and dia 25 cm ) Assuming coconut post can be used 2 times No of Coconut pile required for 1 m = 5.94/6 = 0.99 No Carriage of timber = 0.99 x 6 x 3.14 x.125x.125 = 0.291 cum Assuming 2 rows wailing pieces in both sides and 2 cross ties, Total 40+18= 58 m Hence for 1m = 58/10= 5.8 m Total No of Coconut piles 1/ 2 split for 10 m length @ 1.0 m c/c = 10/1.0+1 = 11 Nos. on both sides = 11 x 2 =22 Nos for 1 m length - 22/10 = 2.2 Nos Pile Driving down length = 1.2 m, Total length= 1.2 x 2.2 = 2.64 m Screening the frame with medium quality plastic sheet nailed to wailing pieces and coconut post, Sheet required = 10.3 x 2x 1.5 = 30.90 sqm, For 1 m = 30.90/10 = 3.1 sqm Quantity of earth = 1.5 x 1.5 = 2.25 cum	33.56	metre	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Temporary Tidal Bund

1.001

60.8:Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete

1,005

1 cud m

1.002

OD12977/2026-2027:Hire charges for one second class boat with two boat men for conveying the shutter planks to the regulator site,from the storing place as per the direction of the department officers at site

each

1.003

OD12976/2026-2027:Labour engaged for removing floating materials accumulated near the bund

each

1.004

OD12973/2026-2027:Engaging man mazdoor for handling fitting the shutter planks to the regulator grooves including clearing the slot and grooves of the regulator and after season removing the shutter etc. complete as per standard specification and as directed by the departmental officers at site

each

1.005

50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

9.38

cum

1.006

OD12974/2026-2027:supplying watchman for watching the bund

Day

1.007

OD12975/2026-2027:Forming bund to a width of 1.5 m and 1.5 m (av) height and protecting the sides with 1/2 split well matured and sound coconut post 2.7 m long driving down 1.2 m below ground level on both sides at 1.0 m c/c, fitting 1/4 split coconut wailing pieces in two rows on either sides and tying with 1/4 split coconut cross ties at 2.0 m c/c connecting the alternate set of post , filling inside the formation and providing plastic sheet (medium quality) inside the screen and filled with earth etc as per the instruction by the departmental officers at site and maintaining the bund properly through out the cultivation period including cutting and removing materials and clearing area etc complete as per the direction above ( Hire and Width = 1.5 m , Height = 1.5 m Length of coconut pile = 2.7 m Spacing = 1 m c/c Length of 1/2 split coconut pile required for 10 m = (10/1+1)x2 = 22 Nos x 2.7 m =59.4m Length of 1/4 Split coconut pieces for weiling pieces for 10 m = 2 x 2 = 4 Nos x 10 m = 40 m Length of 1/4 Split coconut pieces for cross ties = 10/2+1 = 6 Nos 2 x 1.5 = 18.0 m Arecanut reapers for vertical = (10/0.15+1)x2 135 Nos x 1.5 m = 202 m Arecanut reapers for horizontal = (1.5/0.15+1) x 2 = 22 Nos. x 10 m = 220 m Plastic medium sheet = 10.30x1.5x2 = 30.9 m2 Cost of 1/2 split coconut post (Details vide 60.64.2), Coconut post requied for 1 m =59.4/10 = 5.94 m (average length of coconut pile 6 m and dia 25 cm ) Assuming coconut post can be used 2 times No of Coconut pile required for 1 m = 5.94/6 = 0.99 No Carriage of timber = 0.99 x 6 x 3.14 x.125x.125 = 0.291 cum Assuming 2 rows wailing pieces in both sides and 2 cross ties, Total 40+18= 58 m Hence for 1m = 58/10= 5.8 m Total No of Coconut piles 1/ 2 split for 10 m length @ 1.0 m c/c = 10/1.0+1 = 11 Nos. on both sides = 11 x 2 =22 Nos for 1 m length - 22/10 = 2.2 Nos Pile Driving down length = 1.2 m, Total length= 1.2 x 2.2 = 2.64 m Screening the frame with medium quality plastic sheet nailed to wailing pieces and coconut post, Sheet required = 10.3 x 2x 1.5 = 30.90 sqm, For 1 m = 30.90/10 = 3.1 sqm Quantity of earth = 1.5 x 1.5 = 2.25 cum

33.56

metre