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AMRUT 2 0 Construction of 4 lakh litres GLSR with pump house at Thoppumpady Interconnecting the pumping main from Maradu plant and Perumanoor pump house with proposed GLSR Pipeline Work

Kerala Water Authority

Kochi Corporation | Ernakulam, Kerala

Amount: ₹4.4 CrCloses: 26 Oct 2026

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Timeline

Published9 Oct 2026
Closes26 Oct 2026
Bid Opening27 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 9 Oct 2026

Tender Value

₹4.4 Cr

EMD Value

₹1 L

Closing Date

26 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

Superintending Engineer

Address

Kerala Water Authority, P.H Circle, Kochi-11

Work Description

AMRUT 2 0 Construction of 4 lakh litres GLSR with pump house at Thoppumpady Interconnecting the pumping main from Maradu plant and Perumanoor pump house with proposed GLSR Pipeline Work

Tender Information

Tender ID

2026_KWA_877899_1

Reference Number

E-Tender No. 08/2026-27/SE/PHC/CHN

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

540 days

Location

Kochi Corporation

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned and signed copy of preliminary agreement. (.pdf)

RequiredScanned and signed copy of valid contractor license. (.pdf)

RequiredScanned and signed copy of non relationship certificate. (.pdf)

RequiredScanned and signed copy of MoU with Material suppliers,licensed plumber and electrical contractor (.pdf)

RequiredScanned and signed copy of form 83 and 84. (.pdf)

RequiredScanned and signed copy of project implementation programme (CPM) schedule and bar chart schedule. (.pdf)

RequiredBoQ-xls (.xls)

Fee & Financial Details

Tender Fee Amount

₹9,759

EMD Fee Amount

₹1 L

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

27 Oct 2026

Download Starts

9 Oct 2026

Download Ends

26 Oct 2026

Submission Starts

9 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (201 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appx A - Demolishing of Existing GL Sump
1.001	15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar	4.28	cum	-	-
1.002	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	18.66	cum	-	-
1.003	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	41.27	cum	-	-
2Appx. B - Construction of new GL sump
2.001	OD73623/2026-2027:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 700 mm dia piles	1,025	metre	-	-
2.002	20.6.1.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity)	1	per test	-	-
2.003	20.7.1.2:Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (part IV) by Kentledge method including preparation of pile head etc for. Single pileAbove 50 tonne and upto 100 tonne capacity pile	1	per test	-	-
2.004	15.58:Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.	12.48	cum	-	-
2.005	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	341.88	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

KWAGeneralConditionsforeTenderingV5.pdf

PDF • 0.69 MB

Tendernotice_1.pdf

PDF • 2.35 MB

Work Item Documents

BOQ_1492025.xls

BOQ • 0.46 MB

1AdditionalPG.pdf

Corrigendum Documents

TN08OtherCorrigendum.pdf

PDF • 0.00 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appx A - Demolishing of Existing GL Sump
1.001	15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar	4.28	cum	-	-
1.002	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	18.66	cum	-	-
1.003	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	41.27	cum	-	-
2Appx. B - Construction of new GL sump
2.001	OD73623/2026-2027:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 700 mm dia piles	1,025	metre	-	-
2.002	20.6.1.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity)	1	per test	-	-
2.003	20.7.1.2:Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (part IV) by Kentledge method including preparation of pile head etc for. Single pileAbove 50 tonne and upto 100 tonne capacity pile	1	per test	-	-
2.004	15.58:Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.	12.48	cum	-	-
2.005	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	341.88	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appx A - Demolishing of Existing GL Sump

1.001

15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar

4.28

cum

1.002

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

18.66

cum

1.003

15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

41.27

cum

2Appx. B - Construction of new GL sump

2.001

OD73623/2026-2027:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 700 mm dia piles

1,025

metre

2.002

20.6.1.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity)

per test

2.003

20.7.1.2:Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (part IV) by Kentledge method including preparation of pile head etc for. Single pileAbove 50 tonne and upto 100 tonne capacity pile

per test

2.004

15.58:Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.

12.48

cum

2.005

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

341.88

cum