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GENERAL-MLA ADS-Koduvathumkulam Thodu-MLA_ADS Construction of protection wall on the western s i d e o f b u n d c a n a l o f K o p p a r a Koduvathumkulam paleri kizhakku puncha in ward 14 of Cheruthana GP.-General Civil Work

Irrigation Department

Cheruthan Panchayath | Alappuzha, Kerala

Amount: ₹29.7 LCloses: 5 Oct 20267d left

Timeline

Published26 Sept 2026
Closes5 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹29.7 L

EMD Value

₹50,000

Closing Date

5 Oct 2026, 6:00 pm7d left

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

MI DIVISION CHENGANNUR

Work Description

GENERAL-MLA ADS-Koduvathumkulam Thodu-MLA_ADS Construction of protection wall on the western s i d e o f b u n d c a n a l o f K o p p a r a Koduvathumkulam paleri kizhakku puncha in ward 14 of Cheruthana GP.-General Civil Work

Tender Information

Tender ID

2026_Irrig_873205_1

Reference Number

IRR/KP/TR/3782/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Location

Cheruthan Panchayath

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredStandard Bid documents with NIT (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredRequisition for e-payment as per item no-6 PartVI (.pdf)

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

RequiredAffidavit,Integrity and form of tender (.pdf)

RequiredBid security remittance and bid submission fee remittance (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

26 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix 1-Side protection
1.001	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	153.6	cum	-	-
1.002	60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.	153.6	cum	-	-
1.003	60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	376	cum	-	-
1.004	OD26062/2026-2027: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)	37.8	cum	-	-
1.005	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	24.07	sqm	-	-
1.006	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)	5.4	cum	-	-
1.007	OD24078/2026-2027:Supplying and banking earth in layers not exceeding 20 cm in depth, breaking clods, watering,rolling each layer with ½ tonne roller, or wooden or steel rammers and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc. (DSR items 2.3,2.27,2.4,2.5)	231	cum	-	-
2Appendix 2-Removal of water hyacinth and desilting
2.001	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	520	cum	-	-

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

Affidavit.pdf

Tender Documents • 0.43 MB

Integrity.pdf

Tender Documents • 0.33 MB

SBD.pdf

Tender Documents • 2.85 MB

PreliminaryAgrement.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix 1-Side protection
1.001	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	153.6	cum	-	-
1.002	60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.	153.6	cum	-	-
1.003	60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	376	cum	-	-
1.004	OD26062/2026-2027: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)	37.8	cum	-	-
1.005	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	24.07	sqm	-	-
1.006	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)	5.4	cum	-	-
1.007	OD24078/2026-2027:Supplying and banking earth in layers not exceeding 20 cm in depth, breaking clods, watering,rolling each layer with ½ tonne roller, or wooden or steel rammers and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc. (DSR items 2.3,2.27,2.4,2.5)	231	cum	-	-
2Appendix 2-Removal of water hyacinth and desilting
2.001	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	520	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix 1-Side protection

1.001

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

153.6

cum

1.002

60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

153.6

cum

1.003

60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

376

cum

1.004

OD26062/2026-2027: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)

37.8

cum

1.005

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

24.07

sqm

1.006

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)

5.4

cum

1.007

OD24078/2026-2027:Supplying and banking earth in layers not exceeding 20 cm in depth, breaking clods, watering,rolling each layer with ½ tonne roller, or wooden or steel rammers and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc. (DSR items 2.3,2.27,2.4,2.5)

231

cum

2Appendix 2-Removal of water hyacinth and desilting

2.001

520

cum