Kerala

Financial BO

Works

Civil Works - Water Works

32297/2025_26_1_1/1

Kerala Water Authority

Neyyattinkara | Thiruvananthapuram, Kerala

Amount: ₹2.5 LCloses: 16 Jun 20263 Jun 2026Closed

Timeline

Published26 May 2026
Closed16 Jun 2026
Financial Evaluation—
Award—

Bids

Percentage

1 Bid21 Aug 2026

#	Company	Quoted %	Amount	Rank	Status
1	SHIBU C L1₹2.3 LAdmitted-Fee/PreQual/Technical/Finance	-6.00%	₹2.3 L	L1	Admitted-Fee/PreQual/Technical/Finance

Corrigenda

Corrigendum

2 updatesLatest on 11 Jun 2026Submission Ends:3 Jun 202616 Jun 2026

Date changes

Download Ends3 Jun 202616 Jun 2026Submission Ends3 Jun 202616 Jun 2026Bid Opening4 Jun 202617 Jun 2026

Tender Value

₹2.5 L

EMD Value

₹6,133

Closing Date

16 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

WSSD, Neyyattinkara

Work Description

O and M - Water Supply Schemes - RWSS to Parassala - Bund restoration at Vandichira Pond-Temporary Bund restoration work

Tender Information

Tender ID

2026_KWA_852862_1

Reference Number

32297/2025_26_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Percentage

Period of Work

120 days

Location

Neyyattinkara

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical/Finance

RequiredPreliminary Agreement (.pdf)

RequiredTender Schedule (.xls)

RequiredTender Document (.pdf)

RequiredPan card (.pdf)

RequiredGST Document (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,133

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Aug 2026

Published

26 May 2026

Bid Opening

17 Jun 2026

Download Starts

26 May 2026

Download Ends

16 Jun 2026

Submission Starts

26 May 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Bund restoration work
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	18.59	-
1.002	50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete	-	hour	353.22	-
1.003	100.52.S.1:Sub Data for providing Earth filled cement bags including cutting of the Earth, filling, conveying and placing in position.	-	each	116.83	-
1.004	100.52.S.2:Sub Data for Filling with contractor's own earth (excluding rock) in the core portion of the earthen bund by consolidating each deposited layer by ramming and watering, as per direction of the departmental officers.	-	cum	745.59	-
1.005	OD257657/2025-2026:Using Fosroc Renderoc RG, repairs to damaged reinforced concrete elements, particularly where access is restricted and where vibration of the placed material is difficult or impossible. Renderoc RG is supplied as ready to use blend of dry powder which required only the site addition of clean water to produce free flowing, non-shrink repair micro concrete. The micro concrete in the flowable consistency should achieve a compression strength of not less than 10N/mm² after 24 hours at 30C, 40N/mm² after 7 days and 50N/mm² after 28 days. The flexural strength shall not less than 5 N/mm² @ 28 days. The micro concrete shall have a coefficient of thermal expansion similar to that of the host concrete. Mixed density of micro concrete shall exceed 2100 kg/m³ at 27 C as per the directionof Engineer -in charges	-	no	340.26	-
1.006	OD300101/2025-2026:Demolishing the existing RR masonry for the rectification of leakages in necessary and reconstruction of the same in C.M. 1:6 after the rectification work including cost of cement etc. complete.	-	cum	4,530.34	-
1.007	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)	-	cum	8,528.9	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1441126.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.03 MB

NIT Documents

KWAGeneralConditionsforeTenderingV5.pdf

PDF • 0.69 MB

Tendernotice_1.pdf

PDF • 0.04 MB

Work Item Documents

BOQ_1441126.xls

BOQ • 0.31 MB

NITBund.pdf

Tender Documents • 0.83 MB

Corrigendum Documents

111.pdf

PDF • 0.34 MB

32297.pdf

PDF • 0.34 MB

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Company

SHIBU C

L1₹2.3 LAdmitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Bund restoration work
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	18.59	-
1.002	50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete	-	hour	353.22	-
1.003	100.52.S.1:Sub Data for providing Earth filled cement bags including cutting of the Earth, filling, conveying and placing in position.	-	each	116.83	-
1.004	100.52.S.2:Sub Data for Filling with contractor's own earth (excluding rock) in the core portion of the earthen bund by consolidating each deposited layer by ramming and watering, as per direction of the departmental officers.	-	cum	745.59	-
1.005	OD257657/2025-2026:Using Fosroc Renderoc RG, repairs to damaged reinforced concrete elements, particularly where access is restricted and where vibration of the placed material is difficult or impossible. Renderoc RG is supplied as ready to use blend of dry powder which required only the site addition of clean water to produce free flowing, non-shrink repair micro concrete. The micro concrete in the flowable consistency should achieve a compression strength of not less than 10N/mm² after 24 hours at 30C, 40N/mm² after 7 days and 50N/mm² after 28 days. The flexural strength shall not less than 5 N/mm² @ 28 days. The micro concrete shall have a coefficient of thermal expansion similar to that of the host concrete. Mixed density of micro concrete shall exceed 2100 kg/m³ at 27 C as per the directionof Engineer -in charges	-	no	340.26	-
1.006	OD300101/2025-2026:Demolishing the existing RR masonry for the rectification of leakages in necessary and reconstruction of the same in C.M. 1:6 after the rectification work including cost of cement etc. complete.	-	cum	4,530.34	-
1.007	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)	-	cum	8,528.9	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Bund restoration work

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

18.59

1.002

50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

hour

353.22

1.003

100.52.S.1:Sub Data for providing Earth filled cement bags including cutting of the Earth, filling, conveying and placing in position.

each

116.83

1.004

100.52.S.2:Sub Data for Filling with contractor's own earth (excluding rock) in the core portion of the earthen bund by consolidating each deposited layer by ramming and watering, as per direction of the departmental officers.

cum

745.59

1.005

OD257657/2025-2026:Using Fosroc Renderoc RG, repairs to damaged reinforced concrete elements, particularly where access is restricted and where vibration of the placed material is difficult or impossible. Renderoc RG is supplied as ready to use blend of dry powder which required only the site addition of clean water to produce free flowing, non-shrink repair micro concrete. The micro concrete in the flowable consistency should achieve a compression strength of not less than 10N/mm² after 24 hours at 30C, 40N/mm² after 7 days and 50N/mm² after 28 days. The flexural strength shall not less than 5 N/mm² @ 28 days. The micro concrete shall have a coefficient of thermal expansion similar to that of the host concrete. Mixed density of micro concrete shall exceed 2100 kg/m³ at 27 C as per the directionof Engineer -in charges

340.26

1.006

OD300101/2025-2026:Demolishing the existing RR masonry for the rectification of leakages in necessary and reconstruction of the same in C.M. 1:6 after the rectification work including cost of cement etc. complete.

cum

4,530.34

1.007

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)

cum

8,528.9