Kerala

Financial BO

Works

Civil Works - Others

Construction of retaining wall near Govt LPS Kavalam-Construction of retaining wall near Govt LPS Kavalam

Irrigation Department

KAVALAM | Alappuzha, Kerala

Amount: Refer DocsCloses: 14 Sept 2026Closed

Timeline

Published3 Sept 2026
Closed14 Sept 2026
Financial Evaluation—
Award—

Tender Value

Refer Docs

EMD Value

₹8,443

Closing Date

14 Sept 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Sheejakumari.S.S

Address

O/o Assistant Executive Engineer,M.I Subdivision,Mancompu

Work Description

Construction of retaining wall near Govt LPS Kavalam-Construction of retaining wall near Govt LPS Kavalam

Tender Information

Tender ID

2026_Irrig_867532_1

Reference Number

IRR/KP/TR/3003/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

90 days

Location

KAVALAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredNIT (.pdf)

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredDuly filled and signed Form of Tender ,Signed Preliminary Agreement (.pdf)

RequiredDuly filled and signed Format for Integrity Pact and signed Affidavit (.pdf)

RequiredDuly filled Requisition Form for e-Payment and Copy of Registration Certificate/License (.pdf)

RequiredPAN card Copy (.pdf)

Fee & Financial Details

Tender Fee Amount

₹745

EMD Fee Amount

₹8,443

Important Dates

Last Activity

16 Sept 2026

Published

3 Sept 2026

Bid Opening

16 Sept 2026

Download Starts

3 Sept 2026

Download Ends

14 Sept 2026

Submission Starts

5 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX I - Retaining wall for side protection
1.001	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.	20.93	cum	-	-
1.002	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	16.74	cum	-	-
1.003	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	5.58	cum	-	-
1.004	OD4951/2026-2027: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 (Sl. No. 1.4 page 76- Details vide MINUTES OF MEETING HELD BY THE INTER DEPARTMENTAL COMMITTEE constituted vide G.O.(RT.) No. 6544/2021 FIN dated 06/10/2021 FOR STANDARDISATION OF OBSERVED DATA REGULARLY USED FOR PUBLIC WORKS ON 30/03/2023)	5.58	cum	-	-
1.005	OD4952/2026-2027:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), and 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 ( Sl. No. 1.2 page 74- Details vide MINUTES OF MEETING HELD BY THE INTER DEPARTMENTAL COMMITTEE constituted vide G.O.(RT.) No. 6544/2021 FIN dated 06/10/2021 FOR STANDARDISATION OF OBSERVED DATA REGULARLY USED FOR PUBLIC WORKS ON 30/03/2023)	29.64	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)	7.39	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)	1.05	cum	-	-
1.008	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	4.65	sqm	-	-
1.009	OD5972/2026-2027:Earthwork in rough excavation in or under water banking excavate clay in layers not exceeding 20cm in depth, breaking clods and dressing up in embankment for roads, flood banks, marginal banks and guide banks with all kinds of soil (CPWD 2.2.1- 2.4- 2.5 +2.24.1) under excavation in stiff heavy kayal clay. Certificate:- Certified 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	21.7	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

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Bid Opening Summary

finance_1469110.pdf

PDF

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Tendernotice_2.pdf

PDF • 1.84 MB

Tendernotice_3.pdf

PDF • 0.11 MB

Tendernotice_4.pdf

PDF • 0.11 MB

Tendernotice_5.pdf

PDF • 0.02 MB

Tendernotice_6.pdf

PDF • 0.10 MB

Work Item Documents

SBD.pdf

Tender Documents • 1.82 MB

nit.pdf

Tender Documents • 0.03 MB

BOQ_1469110.xls

BOQ • 0.25 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX I - Retaining wall for side protection
1.001	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.	20.93	cum	-	-
1.002	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	16.74	cum	-	-
1.003	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	5.58	cum	-	-
1.004	OD4951/2026-2027: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 (Sl. No. 1.4 page 76- Details vide MINUTES OF MEETING HELD BY THE INTER DEPARTMENTAL COMMITTEE constituted vide G.O.(RT.) No. 6544/2021 FIN dated 06/10/2021 FOR STANDARDISATION OF OBSERVED DATA REGULARLY USED FOR PUBLIC WORKS ON 30/03/2023)	5.58	cum	-	-
1.005	OD4952/2026-2027:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), and 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 ( Sl. No. 1.2 page 74- Details vide MINUTES OF MEETING HELD BY THE INTER DEPARTMENTAL COMMITTEE constituted vide G.O.(RT.) No. 6544/2021 FIN dated 06/10/2021 FOR STANDARDISATION OF OBSERVED DATA REGULARLY USED FOR PUBLIC WORKS ON 30/03/2023)	29.64	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)	7.39	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)	1.05	cum	-	-
1.008	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	4.65	sqm	-	-
1.009	OD5972/2026-2027:Earthwork in rough excavation in or under water banking excavate clay in layers not exceeding 20cm in depth, breaking clods and dressing up in embankment for roads, flood banks, marginal banks and guide banks with all kinds of soil (CPWD 2.2.1- 2.4- 2.5 +2.24.1) under excavation in stiff heavy kayal clay. Certificate:- Certified 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	21.7	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1APPENDIX I - Retaining wall for side protection

1.001

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.

20.93

cum

1.002

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

16.74

cum

1.003

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

5.58

cum

1.004

OD4951/2026-2027: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 (Sl. No. 1.4 page 76- Details vide MINUTES OF MEETING HELD BY THE INTER DEPARTMENTAL COMMITTEE constituted vide G.O.(RT.) No. 6544/2021 FIN dated 06/10/2021 FOR STANDARDISATION OF OBSERVED DATA REGULARLY USED FOR PUBLIC WORKS ON 30/03/2023)

5.58

cum

1.005

OD4952/2026-2027:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), and 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 ( Sl. No. 1.2 page 74- Details vide MINUTES OF MEETING HELD BY THE INTER DEPARTMENTAL COMMITTEE constituted vide G.O.(RT.) No. 6544/2021 FIN dated 06/10/2021 FOR STANDARDISATION OF OBSERVED DATA REGULARLY USED FOR PUBLIC WORKS ON 30/03/2023)

29.64

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)

7.39

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)

1.05

cum

1.008

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

4.65

sqm

1.009

OD5972/2026-2027:Earthwork in rough excavation in or under water banking excavate clay in layers not exceeding 20cm in depth, breaking clods and dressing up in embankment for roads, flood banks, marginal banks and guide banks with all kinds of soil (CPWD 2.2.1- 2.4- 2.5 +2.24.1) under excavation in stiff heavy kayal clay. Certificate:- Certified 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

21.7

cum