Kerala

AOC

Works

Civil Works - Canal

GENERAL PIP LBC Rectification works to Malakkara branch canal between ch 2000m to 2500m PIP S5 BW 5 2023 24 General Civil Work

Irrigation Department

PIP Division Chengannur | Alappuzha, Kerala

Amount: ₹13.7 LCloses: 4 Mar 2026Closed

Timeline

Published26 Feb 2026
Closed4 Mar 2026
Awarded24 Jul 2026

Bids

Item Rate

1 Bid24 Jul 2026

#	Company	Amount	Rank	Status
1	O.M MATHEW l1₹10.5 LAccepted-AOC ORUMBIKUNNIL THURUTHICADU P O MALLAPPALLY PATHANAMTHITTA 689597 \| MALLAPPALLY \| PATHANAMTHITTA \| KERALA \| 689597	₹10.5 L	l1	Accepted-AOC BEING L1 BIDDER

BoQ Comparative

Line Items (10)

Sl No	Description	Qty	Unit	O.M MATHEW L1
1.00Rectification work to Malakkara branch
1.00	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	2,000	sqm	14 ₹28,000 Lowest
1.00	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	247.18	cum	200 ₹49,435.2 Lowest
1.00	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)	22.11	cum	1,210 ₹26,753.1 Lowest
1.00	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	0.94	cum	1,982 ₹1,872.99 Lowest
1.00	60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).	0.66	cum	4,810 ₹3,184.22 Lowest
1.01	7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	13.59	cum	6,500 ₹88,322 Lowest
1.01	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)	79.79	cum	6,620.08 ₹5,28,242.66 Lowest
1.01	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.	906.75	per cm depth per 1 m	5.54 ₹5,023.4 Lowest
1.01	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	1,209	sqm	265 ₹3,20,385 Lowest

Corrigenda

Corrigendum

1 updatesLatest on 4 Mar 2026Submission Ends:4 Mar 20265 Mar 2026

Date changes

Download Ends4 Mar 20265 Mar 2026Submission Ends4 Mar 20265 Mar 2026Bid Opening5 Mar 20266 Mar 2026

Tender Value

₹13.7 L

EMD Value

₹34,134

Closing Date

4 Mar 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Executive engineer

Address

Executive engineer PIP Division Chengannur

Work Description

Rectification works to Malakkara branch canal between ch 2000m to 2500m

Tender Information

Tender ID

2026_Irrig_829416_3

Reference Number

IRR/PII/TR/6949/2023_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Canal

Form of Contract

Item Rate

Location

PIP Division Chengannur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

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

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)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹34,134

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Jul 2026

Published

26 Feb 2026

Bid Opening

5 Mar 2026

Download Starts

26 Feb 2026

Download Ends

4 Mar 2026

Submission Starts

26 Feb 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Rectification work to Malakkara branch
1.001	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	-	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	0.4	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)	1	cum	-	-
1.004	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	1	cum	-	-
1.005	60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).	1	cum	-	-
1.006	7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	1	cum	-	-
1.007	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)	0.6	cum	-	-
1.008	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.	-	per cm depth per 1 m	-	-
1.009	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	-	sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

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Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1417673.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 3.17 MB

BOQ_1417673.xls

BOQ • 0.30 MB

viewnit.pdf

Additional Documents • 0.03 MB

Corrigendum Documents

DATECORRI.pdf

PDF • 0.33 MB

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Company

O.M MATHEW

l1₹10.5 LAccepted-AOC

ORUMBIKUNNIL THURUTHICADU P O MALLAPPALLY PATHANAMTHITTA 689597 | MALLAPPALLY | PATHANAMTHITTA | KERALA | 689597

Sl No	Description	Qty	Unit	O.M MATHEW L1
1.00Rectification work to Malakkara branch
1.00	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	2,000	sqm	14 ₹28,000 Lowest
1.00	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	247.18	cum	200 ₹49,435.2 Lowest
1.00	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)	22.11	cum	1,210 ₹26,753.1 Lowest
1.00	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	0.94	cum	1,982 ₹1,872.99 Lowest
1.00	60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).	0.66	cum	4,810 ₹3,184.22 Lowest
1.01	7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	13.59	cum	6,500 ₹88,322 Lowest
1.01	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)	79.79	cum	6,620.08 ₹5,28,242.66 Lowest
1.01	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.	906.75	per cm depth per 1 m	5.54 ₹5,023.4 Lowest
1.01	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	1,209	sqm	265 ₹3,20,385 Lowest

Sl No

Description

Qty

Unit

O.M MATHEW

1.00Rectification work to Malakkara branch

1.00

2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

2,000

sqm

₹28,000

Lowest

1.00

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

247.18

cum

200

₹49,435.2

Lowest

1.00

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)

22.11

cum

1,210

₹26,753.1

Lowest

1.00

15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

0.94

cum

1,982

₹1,872.99

Lowest

1.00

60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).

0.66

cum

4,810

₹3,184.22

Lowest

1.01

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

13.59

cum

6,500

₹88,322

Lowest

1.01

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)

79.79

cum

6,620.08

₹5,28,242.66

Lowest

1.01

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.

906.75

per cm depth per 1 m

5.54

₹5,023.4

Lowest

1.01

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

1,209

sqm

265

₹3,20,385

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Rectification work to Malakkara branch
1.001	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	-	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	0.4	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)	1	cum	-	-
1.004	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	1	cum	-	-
1.005	60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).	1	cum	-	-
1.006	7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	1	cum	-	-
1.007	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)	0.6	cum	-	-
1.008	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.	-	per cm depth per 1 m	-	-
1.009	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	-	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Rectification work to Malakkara branch

1.001

sqm

1.002

0.4

cum

1.003

cum

1.004

cum

1.005

cum

1.006

cum

1.007

0.6

cum

1.008

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.

per cm depth per 1 m

1.009

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

sqm