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Deposit work kollam corporation pipe line extension and Interconnection work due to drainage work at PanikkarumukkuKuzhiyani vayal road in Division 23 Chathinamkulam

Kerala Water Authority

WS SUB DIVISION KOLLAM | Kollam, Kerala

Amount: ₹5.7 LCloses: 23 Oct 2026

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Timeline

Published14 Oct 2026
Closes23 Oct 2026
Bid Opening26 Oct 2026

Tender Value

₹5.7 L

EMD Value

₹14,173

Closing Date

23 Oct 2026, 4:30 pm

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Assistant Executive Engineer, WS SUB DIVISION KOLLAM

Work Description

Deposit work kollam corporation pipe line extension and Interconnection work due to drainage work at PanikkarumukkuKuzhiyani vayal road in Division 23 Chathinamkulam

Tender Information

Tender ID

2026_KWA_879153_1

Reference Number

12/2026-27/AEE/WSSD/KLM

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Location

WS SUB DIVISION KOLLAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of Contract license (.pdf)

RequiredScanned copy of Priliminary Agreement (.pdf)

RequiredDigitally Signed Tender Schedule BOQ (.xls)

RequiredTender Notice (.pdf)

RequiredTender Document NIT (.pdf)

RequiredGST Certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,250

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,173

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

26 Oct 2026

Download Starts

14 Oct 2026

Download Ends

23 Oct 2026

Submission Starts

14 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Working Charges
1.001	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	28	cum	-	-
1.002	16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.	30	sqm	-	-
1.003	100.1.1: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.	251.1	cum	-	-
1.004	100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.	560	metre	-	-
1.005	100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.	279.75	Kwh	-	-
1.006	100.9.6: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): 63 mm nominal outside diameter pipes.	620	metre	-	-
1.007	18.10.6:Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work- Exposed on wall50 mm dia nominal bore	60	metre	-	-
1.008	OD28925/2026-2027:Interconnecting existing 63/90 mm PVC pipe with newly laid 63 mm pvc pipe using suitable specials including Concrete/Tar cutting, earth work exavation, Cost of materials, labour charges etc	5	each	-	-
1.009	OD29370/2026-2027:Alteration / Shifting the water connection from newly laid 63 mm pvc pipe line using suitable saddle piece , up to a length of 5 m using 25mm Indian Standard Class 6 uPVC pipe, MTA, couplers, etc. and connecting with the mains, testing the joints etc. including cutting and jointing for the tap point , ,all cost of materials ,conveyance charges and labour charges etc complete as per the direction of departmental officers.	40	no	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

KWAGeneralConditionsforeTenderingV5.pdf

PDF • 0.69 MB

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

NIT.pdf

Tender Documents • 0.39 MB

BOQ_1494515.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Working Charges
1.001	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	28	cum	-	-
1.002	16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.	30	sqm	-	-
1.003	100.1.1: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.	251.1	cum	-	-
1.004	100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.	560	metre	-	-
1.005	100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.	279.75	Kwh	-	-
1.006	100.9.6: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): 63 mm nominal outside diameter pipes.	620	metre	-	-
1.007	18.10.6:Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work- Exposed on wall50 mm dia nominal bore	60	metre	-	-
1.008	OD28925/2026-2027:Interconnecting existing 63/90 mm PVC pipe with newly laid 63 mm pvc pipe using suitable specials including Concrete/Tar cutting, earth work exavation, Cost of materials, labour charges etc	5	each	-	-
1.009	OD29370/2026-2027:Alteration / Shifting the water connection from newly laid 63 mm pvc pipe line using suitable saddle piece , up to a length of 5 m using 25mm Indian Standard Class 6 uPVC pipe, MTA, couplers, etc. and connecting with the mains, testing the joints etc. including cutting and jointing for the tap point , ,all cost of materials ,conveyance charges and labour charges etc complete as per the direction of departmental officers.	40	no	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Working Charges

1.001

15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

cum

1.002

16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

sqm

1.003

100.1.1: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.

251.1

cum

1.004

100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.

560

metre

1.005

100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.

279.75

Kwh

1.006

100.9.6: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): 63 mm nominal outside diameter pipes.

620

metre

1.007

18.10.6:Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work- Exposed on wall50 mm dia nominal bore

metre

1.008

OD28925/2026-2027:Interconnecting existing 63/90 mm PVC pipe with newly laid 63 mm pvc pipe using suitable specials including Concrete/Tar cutting, earth work exavation, Cost of materials, labour charges etc

each

1.009

OD29370/2026-2027:Alteration / Shifting the water connection from newly laid 63 mm pvc pipe line using suitable saddle piece , up to a length of 5 m using 25mm Indian Standard Class 6 uPVC pipe, MTA, couplers, etc. and connecting with the mains, testing the joints etc. including cutting and jointing for the tap point , ,all cost of materials ,conveyance charges and labour charges etc complete as per the direction of departmental officers.