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Installation of the Water Quality mitigation measures 2025-26 - Iringallur wss In Parappur GP KK Aboobckar haji smaraka wss in Manglam GP Pothumpettikkal wss In Pulikkal GPPallippadi wss in Pulpetta GP at Malappuram Dist and Kinavallur west in Paral

Kerala Rural Water Supply and Sanitation Agency

Pulikkal, Parappur, Pulpetta, Mangalam GP in Malappu | Malappuram, Kerala

Amount: ₹32.8 LCloses: 16 Oct 20268 Oct 20264d left

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Timeline

Published1 Oct 2026
Closes16 Oct 20268 Oct 2026
Bid Opening17 Oct 20269 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 9 Oct 2026Submission Ends:8 Oct 202616 Oct 2026

Date changes

Download Ends8 Oct 202616 Oct 2026Clarification Ends8 Oct 202616 Oct 2026Submission Ends8 Oct 202616 Oct 2026Bid Opening9 Oct 202617 Oct 2026

Tender Value

₹32.8 L

EMD Value

₹50,000

Closing Date

16 Oct 2026, 2:00 pm4d left

Tender Inviting Organisation

Name

Regional Project Director

Address

Kerala Rural Water Supply and Sanitation Agency, Regional Project Management Unit, Malappuram, MMC.X/108-112, UMK Tower, Uphill, Jubilee Road, Near Passport Office, Malappuram P.O. - 676 505

Work Description

Fabricating and supplying cylindrical shape , mild steel barrel w i t h F R P l i n i n g of various diameter

Tender Information

Tender ID

2026_KRWSA_875450_1

Reference Number

RE1/ KRWSA/MPM/WQM/PMK/25-26/44

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

120 days

Location

Pulikkal, Parappur, Pulpetta, Mangalam GP in Malappu

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredLetter with checklist, Particulars Showing Status, Preliminary Agreement, JV details with Agreement (.pdf)

RequiredNon relationship certificate, Undertaking regarding delay in works and non black listed (.pdf)

RequiredDigitally signed Tender conditions (NIT) with Volume 1, 2 and other documents (.pdf)

RequiredContract License or NGO registration certificate (.pdf)

RequiredAdhar card, Bank passbook front page, experience certificate, CPM Schedule or bar chart or table (.pdf)

RequiredPAN Card, GST registration, Turn over certificate, Annual account statements (PandL, balance sheet) (.pdf)

RequiredFilled BOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,500

EMD Fee Amount

₹50,000

Important Dates

Last Activity

16 Oct 2026

Published

1 Oct 2026

Bid Opening

17 Oct 2026

Download Starts

1 Oct 2026

Download Ends

16 Oct 2026

Submission Starts

1 Oct 2026

Clarification Period

1 Oct 2026 - 16 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (109 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A: Iringallur wss In Parappur GP,KK Aboobckar haji smaraka wss in Manglam GP,Pothumpettikkal wss In Pulikkal GP,Pallippadi wss in Pulpetta GP at Malappuram Dist
1.01	Platfom:-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	31.73	cum	-	-
1.02	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)	12.06	cum	-	-
1.03	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	9.09	cum	-	-
1.04	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	1,055.5	kilogram	-	-
1.05	:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works	80	kg	-	-
1.06	Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.	11.8	sqm	-	-
1.07	Supply of PVC Pipe, 6kg/cm2, 110mm Dia.	120	metre	-	-
1.08	Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes.	120	metre	-	-
1.09	Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.	54	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.15 MB

Work Item Documents

re1formatwqpmk.pdf

Corrigendum Documents

corri09102026.pdf

PDF • 0.39 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A: Iringallur wss In Parappur GP,KK Aboobckar haji smaraka wss in Manglam GP,Pothumpettikkal wss In Pulikkal GP,Pallippadi wss in Pulpetta GP at Malappuram Dist
1.01	Platfom:-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	31.73	cum	-	-
1.02	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)	12.06	cum	-	-
1.03	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	9.09	cum	-	-
1.04	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	1,055.5	kilogram	-	-
1.05	:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works	80	kg	-	-
1.06	Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.	11.8	sqm	-	-
1.07	Supply of PVC Pipe, 6kg/cm2, 110mm Dia.	120	metre	-	-
1.08	Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes.	120	metre	-	-
1.09	Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.	54	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1APPENDIX A: Iringallur wss In Parappur GP,KK Aboobckar haji smaraka wss in Manglam GP,Pothumpettikkal wss In Pulikkal GP,Pallippadi wss in Pulpetta GP at Malappuram Dist

1.01

Platfom:-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

31.73

cum

1.02

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)

12.06

cum

1.03

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

9.09

cum

1.04

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

1,055.5

kilogram

1.05

:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

1.06

Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.

11.8

sqm

1.07

Supply of PVC Pipe, 6kg/cm2, 110mm Dia.

120

metre

1.08

Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes.

120

metre

1.09

Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.

cum