Kerala

Active

Works

Civil Works - Water Works

Jal Jeevan Mission (JJM)-RWSS to Chittar-(8MLD Plant )-Construction of 8 MLD plant with 7 LL capacity sump at Arattukudukka

Kerala Water Authority

CHITTAR | Pathanamthitta, Kerala

Amount: ₹8.0 CrCloses: 29 Sept 202622 Sept 20262d left

Timeline

Published14 Sept 2026
Pre-Bid Meeting15 Sept 2026
Closes29 Sept 202622 Sept 2026
Bid Opening30 Sept 202623 Sept 2026

Corrigenda

Corrigendum

3 updatesLatest on 22 Sept 2026Submission Ends:22 Sept 202629 Sept 2026

Date changes

Download Ends22 Sept 202629 Sept 2026Clarification Ends22 Sept 202629 Sept 2026Submission Ends22 Sept 202629 Sept 2026Bid Opening23 Sept 202630 Sept 2026

Tender Value

₹8.0 Cr

EMD Value

₹2 L

Closing Date

29 Sept 2026, 2:00 pm2d left

Tender Inviting Organisation

Name

The Superintending Engineer,KWA, PH Circ

Address

Office of the Superintending Engineer, KWA, PH Circle, Thiruvalla, Pathanamthitta

Work Description

Jal Jeevan Mission (JJM)-RWSS to Chittar-(8MLD Plant )-Construction of 8 MLD plant with 7 LL capacity sump at Arattukudukka

Tender Information

Tender ID

2026_KWA_869472_1

Reference Number

12/2026-27/KWA/PHC/TVLA

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

547 days

Location

CHITTAR

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per NIT conditions, submitted Tender Documents and Q1 to Q8

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredPreliminary Agreement, Attested Copy of valid Contract license,Experience Certificate etc. Attested (.pdf)

RequiredCopy of balance sheet, audited account etc. attested by notary/gazette Officers (.pdf)

RequiredSigned copy of Contact Address, PAN, email ID, mobile No (.pdf)

RequiredSigned copy of NIT Vol 1 and Vol 2, Tender notice etc. (.pdf)

RequiredSigned copy of Additional Documents and Circulars and Annexures. (.pdf)

RequiredDuly filled up Q1 to Q8 (.xls)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹13,010

EMD Fee Amount

₹2 L

Pre-Bid Meeting

Meeting Place

Office of the Superintending Engineer,KWA,PH Circl

Important Dates

Last Activity

29 Sept 2026

Published

14 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

14 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

14 Sept 2026

Clarification Period

14 Sept 2026 - 29 Sept 2026

Pre-Bid Meeting

15 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (132 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix 1 - Construction of Aerator
1.001	2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock	47.84	cum	-	-
1.002	2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	23.92	cum	-	-
1.003	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	4.81	sqm	-	-
1.004	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	2.02	cum	-	-
1.005	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	43.22	sqm	-	-
1.006	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	24.29	sqm	-	-
1.007	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	78.61	sqm	-	-
1.008	5.33.2.2:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum	24.96	cum	-	-
1.009	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	2,687.01	kilogram	-	-

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 • 0.05 MB

NIT Documents

KWAGeneralConditionsforeTenderingV5.pdf

PDF • 0.69 MB

Tendernotice_1.pdf

PDF • 0.75 MB

Tendernotice_2.pdf

PDF • 1.49 MB

Tendernotice_3.pdf

PDF • 0.99 MB

Tendernotice_4.pdf

PDF • 0.20 MB

Tendernotice_5.pdf

PDF • 20.32 MB

Work Item Documents

q1q8.xls

Additional Documents • 0.10 MB

BOQ_1473286.xls

BOQ • 0.41 MB

Corrigendum Documents

DATECORI1.pdf

PDF • 0.44 MB

Corriland.pdf

PDF • 0.46 MB

CORRIPREBID.pdf

PDF • 0.46 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix 1 - Construction of Aerator
1.001	2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock	47.84	cum	-	-
1.002	2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	23.92	cum	-	-
1.003	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	4.81	sqm	-	-
1.004	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	2.02	cum	-	-
1.005	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	43.22	sqm	-	-
1.006	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	24.29	sqm	-	-
1.007	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	78.61	sqm	-	-
1.008	5.33.2.2:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum	24.96	cum	-	-
1.009	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	2,687.01	kilogram	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix 1 - Construction of Aerator

1.001

2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock

47.84

cum

1.002

2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

23.92

cum

1.003

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

4.81

sqm

1.004

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

2.02

cum

1.005

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

43.22

sqm

1.006

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

24.29

sqm

1.007

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

78.61

sqm

1.008

5.33.2.2:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum

24.96

cum

1.009

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

2,687.01

kilogram