Kerala

AOC

Works

Civil Works - Water Works

Jaljeevan mission 2021 24Thiruvananthapuram District Kollayil Grama Panchayath Design Supplying Laying Testing commissioning of pipe line extension and providing Functional house hold tap connections

Kerala Water Authority

kollayil | Kollam, Kerala

Amount: ₹17.4 CrCloses: 11 Apr 2022Closed

Timeline

Published1 Apr 2022
Closed11 Apr 2022
Technical Evaluation10 May 2022
Awarded30 Jun 2022

Bids

2 Bids30 Jun 2022

#	Company	Amount	Rank	Status
1	ANURAAG ENGINEERS PVT LTD L1₹19.1 CrAccepted-AOC	₹19.1 Cr Quoted ₹20.5 Cr	L1	Accepted-AOC L1
2	A AJI Rejected-Technical	-	-	Rejected-Technical disqualified

Tender Value

₹17.4 Cr

EMD Value

₹5 L

Closing Date

11 Apr 2022, 3:00 pmClosed

Tender Inviting Organisation

Name

The Superintending Engineer

Address

O/o The Superintending Engineer, P.H. Circle, Kerala Water Authority, Thiruvananthapuram

Work Description

Jaljeevan mission 2021 24Thiruvananthapuram District Kollayil Grama Panchayath Design Supplying Laying Testing commissioning of pipe line extension and providing Functional house hold tap connections

Tender Information

Tender ID

2022_KWA_485086_1

Reference Number

68/2021-22/KWA/PHC/D2/TVM/RT3

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Percentage

Period of Work

365 days

Location

kollayil

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredPreliminary Agreement (.pdf)

RequiredNIT 1 (.pdf)

RequiredNIT 2 (.pdf)

RequiredGST (.pdf)

RequiredNon relation certificate (.pdf)

RequiredQ1 to Q8 (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹15,000

EMD Fee Amount

₹5 L

Pre-Bid Meeting

Meeting Place

O/o The Superintending Engineer

Important Dates

Last Activity

30 Jun 2022

Published

1 Apr 2022

Bid Opening

13 Apr 2022

Download Starts

1 Apr 2022

Download Ends

11 Apr 2022

Submission Starts

1 Apr 2022

Clarification Period

1 Apr 2022 - 9 Apr 2022

Pre-Bid Meeting

1 Apr 2022

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (122 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Estimation on Pipe laying working charges
1.01	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, traffice 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.	0.4	metre	30.44	₹12.15
1.02	Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.	0.6	cum	378.09	₹226.85
1.03	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	2,045.12	-
1.04	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 : All kinds soil	0.4	cum	555.51	₹222.2
1.05	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 :" Ordinary Rock	0.2	cum	806.76	₹160.55
1.06	"Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 : Hard Rock(Blasting Prohibited)	0.6	cum	1,556.3	₹932.22
1.07	Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.	0.4	metre	96.33	₹38.44
1.08	Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 32 mm nominal outer dia pipes.	-	metre	41.76	-
1.09	Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 40 mm nominal outer dia pipes.	-	metre	47.59	-

Stage Documents

Technical Bid Opening

tech_bid_open

Technical Evaluation

tech_eval

Financial Bid Opening

fin_bid_open

boq_comp_chart

xlsx

Financial Evaluation

fin_eval

Award of Contract

aoc

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

NIT Documents

nit68rt3.pdf

Tender Notice • 1.48 MB

BOQ Documents

BOQ_697118.xls

BOQ Document • 0.46 MB

Work Item Documents

95417121.pdf

Tender Document • 0.69 MB

scope68rt3.pdf

Tender Document • 0.61 MB

95417123.html

Tender Document • 0.04 MB

Ready to Participate?

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Company

ANURAAG ENGINEERS PVT LTD

L1₹19.1 CrAccepted-AOC

A AJI

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Estimation on Pipe laying working charges
1.01	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, traffice 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.	0.4	metre	30.44	₹12.15
1.02	Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.	0.6	cum	378.09	₹226.85
1.03	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	2,045.12	-
1.04	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 : All kinds soil	0.4	cum	555.51	₹222.2
1.05	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 :" Ordinary Rock	0.2	cum	806.76	₹160.55
1.06	"Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 : Hard Rock(Blasting Prohibited)	0.6	cum	1,556.3	₹932.22
1.07	Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.	0.4	metre	96.33	₹38.44
1.08	Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 32 mm nominal outer dia pipes.	-	metre	41.76	-
1.09	Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 40 mm nominal outer dia pipes.	-	metre	47.59	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Estimation on Pipe laying working charges

1.01

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, traffice 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.

0.4

metre

30.44

₹12.15

1.02

Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.

0.6

cum

378.09

₹226.85

1.03

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

2,045.12

1.04

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 : All kinds soil

0.4

cum

555.51

₹222.2

1.05

0.2

cum

806.76

₹160.55

1.06

"Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 : Hard Rock(Blasting Prohibited)

0.6

cum

1,556.3

₹932.22

1.07

Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.

0.4

metre

96.33

₹38.44

1.08

Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 32 mm nominal outer dia pipes.

metre

41.76

1.09

metre

47.59