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GENERAL-Edappally Somathuram- Construction of retaining wall in Edapally somathuram padasekharam-General Civil Work

Irrigation Department

Kainakary | Alappuzha, Kerala

Amount: ₹5.1 LCloses: 29 Sept 20262d left

Timeline

Published19 Sept 2026
Closes29 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹5.1 L

EMD Value

₹12,696

Closing Date

29 Sept 2026, 6:00 pm2d left

Tender Inviting Organisation

Name

Jeseela H

Address

O/o The Assistant Executive Engineer Irrigation Subdivision Kuttanad Alappuzha -688503

Work Description

GENERAL-Edappally Somathuram- Construction of retaining wall in Edapally somathuram padasekharam-General Civil Work

Tender Information

Tender ID

2026_Irrig_840151_2

Reference Number

T-3/AEE/IRRGN/KTD/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Location

Kainakary

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBILL OF QUANTITY (BOQ) (.xls)

RequiredSCANNED COPY OF PRELIMINARY AGREEEMENT (.pdf)

RequiredSCANNED COPY OF E- PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,120

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,696

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Sept 2026

Published

19 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

19 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix 1 - Construction of New Retaining wall and Maintenance of Existing Retaining wall
1.001	OD36862/2025-2026:Earth work in excavation in or under water by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil ( Based on 2.6.1) All kinds of soil	28.8	cum	-	-
1.002	OD36863/2025-2026: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.	28.8	cum	-	-
1.003	OD36865/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble ( without bond stone)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	48.67	cum	-	-
1.004	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)	9.18	cum	-	-
1.005	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	6.14	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)	1.35	cum	-	-
1.007	OD26391/2025-2026:Earthwork in rough excavation in or under water banking excavated clay inlayers not exceeding 20 cm in depth,breaking clods and dressing up in embackment for roads ,flood banks,marginal banks and guid banks with all kinds of soil(CPWD 2.2.1-2.4-2.5+2.24.1)under excavation in stiff heavy cayal clay. Certificate :-Cetified that the observed data is prepared by taking the rates and labour charges as per current schedule of rate and has been prepared as per the actual observation at the site.all kinds of soil.	20.52	cum	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Tendernotice_2.pdf

PDF • 0.02 MB

Tendernotice_3.pdf

PDF • 0.12 MB

Work Item Documents

BOQ_1476982.xls

BOQ • 0.30 MB

Preliminaryagreement.pdf

Tender Documents • 0.17 MB

viewnit.pdf

Tender Documents • 0.03 MB

viewsbd.pdf

Tender Documents • 3.54 MB

Affidavit.pdf

Tender Documents • 0.17 MB

TENDERFORM.pdf

Tender Documents • 0.18 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix 1 - Construction of New Retaining wall and Maintenance of Existing Retaining wall
1.001	OD36862/2025-2026:Earth work in excavation in or under water by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil ( Based on 2.6.1) All kinds of soil	28.8	cum	-	-
1.002	OD36863/2025-2026: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.	28.8	cum	-	-
1.003	OD36865/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble ( without bond stone)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	48.67	cum	-	-
1.004	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)	9.18	cum	-	-
1.005	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	6.14	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)	1.35	cum	-	-
1.007	OD26391/2025-2026:Earthwork in rough excavation in or under water banking excavated clay inlayers not exceeding 20 cm in depth,breaking clods and dressing up in embackment for roads ,flood banks,marginal banks and guid banks with all kinds of soil(CPWD 2.2.1-2.4-2.5+2.24.1)under excavation in stiff heavy cayal clay. Certificate :-Cetified that the observed data is prepared by taking the rates and labour charges as per current schedule of rate and has been prepared as per the actual observation at the site.all kinds of soil.	20.52	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix 1 - Construction of New Retaining wall and Maintenance of Existing Retaining wall

1.001

OD36862/2025-2026:Earth work in excavation in or under water by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil ( Based on 2.6.1) All kinds of soil

28.8

cum

1.002

OD36863/2025-2026: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.

28.8

cum

1.003

OD36865/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble ( without bond stone)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

48.67

cum

1.004

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)

9.18

cum

1.005

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

6.14

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)

1.35

cum

1.007

OD26391/2025-2026:Earthwork in rough excavation in or under water banking excavated clay inlayers not exceeding 20 cm in depth,breaking clods and dressing up in embackment for roads ,flood banks,marginal banks and guid banks with all kinds of soil(CPWD 2.2.1-2.4-2.5+2.24.1)under excavation in stiff heavy cayal clay. Certificate :-Cetified that the observed data is prepared by taking the rates and labour charges as per current schedule of rate and has been prepared as per the actual observation at the site.all kinds of soil.

20.52

cum