Kerala

Financial Eval

Works

Civil Works - Water Works

Re298 JJM Phase 2 Pampakuda Grama Panchayath Additional Proposal Extension amp Replacement of damaged Pipe line in non covered area Part 1

Kerala Water Authority

P H Circle Muvattupuzha | Ernakulam, Kerala

Amount: ₹7.9 CrCloses: 28 Dec 2023Closed

Timeline

Published20 Dec 2023
Closed28 Dec 2023
Technical Evaluation8 Jan 2024
Financial Evaluation27 Oct 2025
Award—

Bids

Item Rate

1 Bid27 Oct 2025

#	Company	Amount	Rank	Status
1	BIJUMON N S L1₹8.6 CrRejected-Finance	₹8.6 Cr	L1	Rejected-Finance Agt not executed

BoQ Comparative

Line Items (170)

Sl No	Description	Qty	Unit	BIJUMON N S L1
1.00Replacement of frequently damaging 300 mm AC pipes at Anchelpetty Junction to Pampakuda Panchayath(Working Charge)
1.00	100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.	1,900	metre	30 ₹57,000 Lowest
1.00	OD211677/2023-2024:Dismantling manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer -in-Charge:<br>Bituminous road	440	sqm	80 ₹35,200 Lowest
1.00	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)	49.5	cum	2,000 ₹99,000 Lowest
1.00	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.	1,340.4	cum	550 ₹7,37,220 Lowest
1.00	100.1.5: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 50 m, in Ordinary Rock.	513	cum	800 ₹4,10,400 Lowest
1.01	100.2.7: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 Medium Rock where Blasting is Prohibited.	205.2	cum	1,300 ₹2,66,760 Lowest
1.01	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.	3,200	metre	30 ₹96,000 Lowest
1.01	100.9.9: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.	1,000	metre	150 ₹1,50,000 Lowest
1.01	100.9.11: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): 160 mm nominal outside diameter pipes.	2,200	metre	230 ₹5,06,000 Lowest

Tender Value

₹7.9 Cr

EMD Value

₹2 L

Closing Date

28 Dec 2023, 4:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer

Address

KWA P H Circle Muvattupuzha

Work Description

JJM Phase 2 Pampakuda Grama Panchayath Additional Proposal Extension amp Replacement of damaged Pipe line in non covered area Part 1-Pipeline Work

Tender Information

Tender ID

2023_KWA_633724_1

Reference Number

Re-298/2023-24/SE/PHC/MVPA

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

270 days

Location

P H Circle Muvattupuzha

Source Website

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Eligibility / Pre-Qualification

AS PER NIT

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredScanned copy of preliminary agreement and contractors license (.pdf)

RequiredScanned copy ofsolvency in Q4A,experiencecertificate,bar chart and letter submitting tender (.pdf)

RequiredWork and Technical details to Q1 to Q8,experience certificate (.pdf)

RequiredMOU With-Manufacturers/suppliersempanelled (.pdf)

RequiredAnnual accountstatement for the 3consecutive yearssigned by auditor prior to the financial year (.pdf)

RequiredDigitally signed NIT VOLI andNIT VOL II (.pdf)

RequiredMOUwithPWDcontractorsforroadwork,nonrelationshipcertificate,notarisedcopy of Joint venture (.pdf)

Finance

RequiredFinancial Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹11,025

EMD Fee Amount

₹2 L

Pre-Bid Meeting

Meeting Place

P H Circle Muvattupuzha

Important Dates

Last Activity

27 Oct 2025

Published

20 Dec 2023

Bid Opening

29 Dec 2023

Download Starts

20 Dec 2023

Download Ends

28 Dec 2023

Submission Starts

20 Dec 2023

Clarification Period

20 Dec 2023 - 22 Dec 2023

Pre-Bid Meeting

23 Dec 2023

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

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

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Company

BIJUMON N S

L1₹8.6 CrRejected-Finance

Sl No	Description	Qty	Unit	BIJUMON N S L1
1.00Replacement of frequently damaging 300 mm AC pipes at Anchelpetty Junction to Pampakuda Panchayath(Working Charge)
1.00	100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.	1,900	metre	30 ₹57,000 Lowest
1.00	OD211677/2023-2024:Dismantling manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer -in-Charge:<br>Bituminous road	440	sqm	80 ₹35,200 Lowest
1.00	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)	49.5	cum	2,000 ₹99,000 Lowest
1.00	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.	1,340.4	cum	550 ₹7,37,220 Lowest
1.00	100.1.5: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 50 m, in Ordinary Rock.	513	cum	800 ₹4,10,400 Lowest
1.01	100.2.7: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 Medium Rock where Blasting is Prohibited.	205.2	cum	1,300 ₹2,66,760 Lowest
1.01	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.	3,200	metre	30 ₹96,000 Lowest
1.01	100.9.9: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.	1,000	metre	150 ₹1,50,000 Lowest
1.01	100.9.11: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): 160 mm nominal outside diameter pipes.	2,200	metre	230 ₹5,06,000 Lowest

Sl No

Description

Qty

Unit

BIJUMON N S

1.00Replacement of frequently damaging 300 mm AC pipes at Anchelpetty Junction to Pampakuda Panchayath(Working Charge)

1.00

100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.

1,900

metre

₹57,000

Lowest

1.00

OD211677/2023-2024:Dismantling manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer -in-Charge:<br>Bituminous road

440

sqm

₹35,200

Lowest

1.00

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)

49.5

cum

2,000

₹99,000

Lowest

1.00

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.

1,340.4

cum

550

₹7,37,220

Lowest

1.00

100.1.5: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 50 m, in Ordinary Rock.

513

cum

800

₹4,10,400

Lowest

1.01

100.2.7: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 Medium Rock where Blasting is Prohibited.

205.2

cum

1,300

₹2,66,760

Lowest

1.01

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.

3,200

metre

₹96,000

Lowest

1.01

100.9.9: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.

1,000

metre

150

₹1,50,000

Lowest

1.01

100.9.11: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): 160 mm nominal outside diameter pipes.

2,200

metre

230

₹5,06,000

Lowest