Kerala

AOC

Works

Civil Works - Water Works

Jal Jeevan Mission Kannur District- Ulikkal Panchayath- Laying distribution network Laying Pumping Main and providing FHTCs in Ulikkal Panchayath Package1

Kerala Water Authority

ULIKKAL | Kannur, Kerala

Amount: ₹33.0 CrCloses: 13 Apr 202311 Apr 2023Closed

Timeline

Published30 Mar 2023
Closed13 Apr 2023
Technical Evaluation29 Apr 2023
Awarded2 Jun 2023

Bids

2 Bids2 Jun 2023

#	Company	Amount	Rank	Status
1	Kannan K L1₹35.5 CrAccepted-AOC	₹35.5 Cr	L1	Accepted-AOC lowest
2	k Rameshan L2₹37.3 Cr+₹1.9 Cr (5.23%)Rejected-AOC	₹37.3 Cr+₹1.9 Cr (5.23%)	L2	Rejected-AOC 2nd lowest

Corrigenda

Corrigendum

1 updatesLatest on 11 Apr 2023Submission Ends:11 Apr 202313 Apr 2023

Date changes

Download Ends11 Apr 202313 Apr 2023Submission Ends11 Apr 202313 Apr 2023Bid Opening12 Apr 202317 Apr 2023

Tender Value

₹33.0 Cr

EMD Value

₹5 L

Closing Date

13 Apr 2023, 2:00 pmClosed

Tender Inviting Organisation

Name

SUPERINTENDING ENGINEER

Address

OFFICE OF THE SUPERINTENDING ENGINEER,KWA,PHCIRCLE, THANA, KANNUR

Work Description

Supplying and laying pumping main, construction of 7.00 LL GLSR at Thermala, Construction of 1.00 LL sump cum pump house, supplying and errection of pumpsets, LSGD road reformation works, supplying and laying distribution network for Zone-I

Tender Information

Tender ID

2023_KWA_569941_1

Reference Number

63/2022-23/PHC/KNR

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

270 days

Location

ULIKKAL

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredNIT VOL I (.pdf)

RequiredNIT VOL II - SCOPE OF WORK (.pdf)

RequiredTECHNICAL BID -Q1 TO Q8 (.xls)

RequiredBALANCE SHEET, INCOME TAX RETURN ACKNOWLEDGEMENT OF LAST 3 YEARS AND SOLVENCY CERTIFICATE (.pdf)

RequiredCONTRACTORS LICENSE AND GST REGISTRATION CERTIFICATE (.pdf)

RequiredEXPERIENCE CERTIFICATE AND MOU WITH PIPE MANUFACTURERS (.pdf)

RequiredBAR CHART AND UNDERTAKING FOR NO LD, NON RELATIONSHIP CERTIFICATE (.pdf)

RequiredMOU with Manufacturer/Authorized Dealer and a MOU with A Class Electrical Licensee (.pdf)

RequiredMINUTES OF PRE-BID MEETING (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹19,518

EMD Fee Amount

₹5 L

Pre-Bid Meeting

Meeting Place

KWA,PH CIRCLE, THANA, KANNUR

Important Dates

Last Activity

2 Jun 2023

Published

30 Mar 2023

Bid Opening

17 Apr 2023

Download Starts

30 Mar 2023

Download Ends

13 Apr 2023

Submission Starts

1 Apr 2023

Pre-Bid Meeting

1 Apr 2023

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (376 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Supplying And Laying Distribution Network for Zone-I
1.001	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	cum	-	-
1.002	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.	0.8	cum	-	-
1.003	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.	0.6	cum	-	-
1.004	100.1.13: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 Hard Rock where Blasting is Prohibited.	-	cum	-	-
1.005	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.	1	metre	-	-
1.006	100.8.2: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.	1	metre	-	-
1.007	100.10.1:Laying HDPE pipes (IS : 4984) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 90mm Nominal Outer Diameter pipes.	-	metre	-	-
1.008	100.10.2:Laying HDPE pipes (IS : 4984) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 110mm Nominal Outer Diameter Pipes.	-	metre	-	-
1.009	100.9.10: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): 140 mm nominal outside diameter pipes.	-	metre	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 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

Award of Contract

aoc.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 • 0.04 MB

NIT Documents

NITVI.pdf

Tender Notice • 1.38 MB

NITVII.pdf

Tender Notice • 4.79 MB

BOQ Documents

TechnicalBid.xls

BOQ Document • 0.18 MB

BOQ_841294.xls

BOQ Document • 0.55 MB

Work Item Documents

118041104.pdf

Tender Document • 0.69 MB

118041105.pdf

Tender Document • 0.13 MB

118041107.html

Tender Document • 0.03 MB

118766793.pdf

Tender Document • 0.52 MB

Ready to Participate?

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Company

Kannan K

L1₹35.5 CrAccepted-AOC

k Rameshan

L2₹37.3 Cr+₹1.9 Cr (5.23%)Rejected-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Supplying And Laying Distribution Network for Zone-I
1.001	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	cum	-	-
1.002	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.	0.8	cum	-	-
1.003	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.	0.6	cum	-	-
1.004	100.1.13: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 Hard Rock where Blasting is Prohibited.	-	cum	-	-
1.005	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.	1	metre	-	-
1.006	100.8.2: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.	1	metre	-	-
1.007	100.10.1:Laying HDPE pipes (IS : 4984) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 90mm Nominal Outer Diameter pipes.	-	metre	-	-
1.008	100.10.2:Laying HDPE pipes (IS : 4984) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 110mm Nominal Outer Diameter Pipes.	-	metre	-	-
1.009	100.9.10: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): 140 mm nominal outside diameter pipes.	-	metre	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Supplying And Laying Distribution Network for Zone-I

1.001

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.

cum

1.002

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.

0.8

cum

1.003

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.

0.6

cum

1.004

100.1.13: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 Hard Rock where Blasting is Prohibited.

cum

1.005

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.

metre

1.006

100.8.2: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.

metre

1.007

100.10.1:Laying HDPE pipes (IS : 4984) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 90mm Nominal Outer Diameter pipes.

metre

1.008

100.10.2:Laying HDPE pipes (IS : 4984) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 110mm Nominal Outer Diameter Pipes.

metre

1.009

100.9.10: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): 140 mm nominal outside diameter pipes.

metre