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GENERAL-Paruthivalavu Padasekharam-Construction of retaining wall for vachal of motorshed in Paruthivalavu padasekharam in Kainakary Panchayath-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

₹12,692

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-Paruthivalavu Padasekharam-Construction of retaining wall for vachal of motorshed in Paruthivalavu padasekharam in Kainakary Panchayath-General Civil Work

Tender Information

Tender ID

2026_Irrig_846294_4

Reference Number

T-5/AEE/IRRGN/KTD/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Location

Kainakary

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBill of Quantity(BOQ) (.xls)

RequiredPreliminary Agreement (.pdf)

Requirede-Payment Form (.pdf)

RequiredIntegrity Pact Certificate (.pdf)

RequiredAffidavit (.pdf)

RequiredForm of Tender (.pdf)

RequiredStandard Bid Documents with NIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,120

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,692

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 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix 1 -Construction of New Retaining wall for Vachal
1.001	OD36734/2025-2026:Earthwork in excavation in or under water by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.tm, disposed earth to be levelled and neatly dressed.all kinds of soil. (Based on 2.6.1)	28.08	cum	-	-
1.002	OD36816/2025-2026: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.	28.08	cum	-	-
1.003	60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.	0.76	cum	-	-
1.004	60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site	0.61	cum	-	-
1.005	OD36818/2025-2026: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	49.04	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)	9.36	cum	-	-
1.007	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	6.19	sqm	-	-
1.008	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)	1.38	cum	-	-
1.009	OD36861/2025-2026: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.	18.25	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.02 MB

Tendernotice_2.pdf

PDF • 0.12 MB

Tendernotice_3.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1477095.xls

BOQ • 0.30 MB

Affidavit.pdf

Tender Documents • 0.17 MB

EFORM.pdf

Tender Documents • 0.01 MB

TENDERFORM.pdf

Tender Documents • 0.18 MB

viewsbd_merged.pdf

Tender Documents • 2.66 MB

Integritypact.pdf

Tender Documents • 0.10 MB

Preliminaryagreement.pdf

Tender Documents • 0.17 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix 1 -Construction of New Retaining wall for Vachal
1.001	OD36734/2025-2026:Earthwork in excavation in or under water by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.tm, disposed earth to be levelled and neatly dressed.all kinds of soil. (Based on 2.6.1)	28.08	cum	-	-
1.002	OD36816/2025-2026: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.	28.08	cum	-	-
1.003	60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.	0.76	cum	-	-
1.004	60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site	0.61	cum	-	-
1.005	OD36818/2025-2026: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	49.04	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)	9.36	cum	-	-
1.007	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	6.19	sqm	-	-
1.008	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)	1.38	cum	-	-
1.009	OD36861/2025-2026: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.	18.25	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix 1 -Construction of New Retaining wall for Vachal

1.001

OD36734/2025-2026:Earthwork in excavation in or under water by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.tm, disposed earth to be levelled and neatly dressed.all kinds of soil. (Based on 2.6.1)

28.08

cum

1.002

OD36816/2025-2026: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.

28.08

cum

1.003

60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.

0.76

cum

1.004

60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

0.61

cum

1.005

OD36818/2025-2026: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

49.04

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)

9.36

cum

1.007

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

6.19

sqm

1.008

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)

1.38

cum

1.009

OD36861/2025-2026: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.

18.25

cum