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GENERAL Action plan 2026 27 PIP Main canal Rectification work near 10820m to 11050m General Civil Work

Irrigation Department

PATHANAMTHITTA | Alappuzha, Kerala

Amount: ₹13.6 LCloses: 22 Oct 20262d left

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Timeline

Published12 Oct 2026
Closes22 Oct 2026
Bid Opening24 Oct 2026

Tender Value

₹13.6 L

EMD Value

₹33,898

Closing Date

22 Oct 2026, 3:00 pm2d left

Tender Inviting Organisation

Name

Executive engineer

Address

Executive engineer PIP Division Chengannur

Work Description

Rectification work near Main canal 10820m to 11050m

Tender Information

Tender ID

2026_Irrig_878652_1

Reference Number

IRR/PII/TR/68/2026_5_7_6/1

Tender Type

Open Tender

Product Category

Civil Works - Canal

Form of Contract

Item Rate

Location

PATHANAMTHITTA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredDuly filled and signed form of Tender (.pdf)

RequiredDuly filled and signed Preliminary Agreement (.pdf)

RequiredDuly filled and signed format for Integrity Pact (.pdf)

RequiredDuly filled and signed Affidavit (.pdf)

RequiredDuly filled and signed SBD and Notice Inviting tender (.pdf)

RequiredDuly filled Requisition form for e Payment (.pdf)

RequiredAttested copy of Registration Certificate/License/GST (.pdf)

RequiredBill of Quantity (BOQ)/Tender Schedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹33,898

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

24 Oct 2026

Download Starts

12 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

12 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Rectification of Main canal
1.001	2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.	940	sqm	-	-
1.002	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	33.84	cum	-	-
1.003	15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)	3.68	cum	-	-
1.004	60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete	10	hour	-	-
1.005	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	106.93	cum	-	-
1.006	50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete	1,175	sqm	-	-
1.007	5.28:Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints.	1,125	per cm depth per 1 m	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.63 MB

BOQ_1493404.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Rectification of Main canal
1.001	2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.	940	sqm	-	-
1.002	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	33.84	cum	-	-
1.003	15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)	3.68	cum	-	-
1.004	60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete	10	hour	-	-
1.005	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	106.93	cum	-	-
1.006	50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete	1,175	sqm	-	-
1.007	5.28:Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints.	1,125	per cm depth per 1 m	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Rectification of Main canal

1.001

2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

940

sqm

1.002

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

33.84

cum

1.003

15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)

3.68

cum

1.004

60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

hour

1.005

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

106.93

cum

1.006

50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete

1,175

sqm

1.007

5.28:Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints.

1,125

per cm depth per 1 m