Kerala

AOC

Works

Civil Works - Water Works

Jal Jeevan Mission-WSS to Kallar Panathady and Karivedakam village in Kuttikol Panchayaths part

New corrigendum available: Date #1.

Kerala Water Authority

Kallar | Kasaragod, Kerala

Amount: ₹24.8 CrCloses: 30 Oct 202328 Oct 2023Closed

Timeline

Published17 Oct 2023
Closed30 Oct 2023
Technical Evaluation1 Nov 2023
Awarded8 Feb 2024

Bids

1 Bid8 Feb 2024

#	Company	Amount	Rank	Status
1	Kannan K L1₹27.3 CrAccepted-AOC	₹27.3 Cr Quoted ₹28.5 Cr	L1	Accepted-AOC LOWEST

Corrigenda

Corrigendum

1 updatesLatest on 28 Oct 2023Submission Ends:28 Oct 202330 Oct 2023

Date changes

Download Ends28 Oct 202330 Oct 2023Submission Ends28 Oct 202330 Oct 2023Bid Opening30 Oct 202331 Oct 2023

Tender Value

₹24.8 Cr

EMD Value

₹5 L

Closing Date

30 Oct 2023, 11:00 amClosed

Tender Inviting Organisation

Name

SUPERINTENDING ENGINEER

Address

OFFICE OF THE SUPERINTENDING ENGINEER,KWA,PH CIRCLE, THANA, KANNUR

Work Description

Construction of 10 MLD Water Treatment Plant-BoosterStation,RWPM,CWPM,OHSR,2 Nos pumpsets

Tender Information

Tender ID

2023_KWA_613632_1

Reference Number

127/2023-24/PHC/KNR(Re-Tender)

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

360 days

Location

Kallar

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

8 Feb 2024

Published

17 Oct 2023

Bid Opening

31 Oct 2023

Download Starts

17 Oct 2023

Download Ends

30 Oct 2023

Submission Starts

19 Oct 2023

Pre-Bid Meeting

19 Oct 2023

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (258 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A - Part 1 - Design , and commissioning of 10 MLD Water treatment plant at Perumbally
1.001	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	2,275	sqm	-	-
1.002	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	1,093.7	cum	-	-
1.003	2.9.1:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock	1,044.99	cum	-	-
1.004	2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	921.03	cum	-	-
1.005	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)	145.12	cum	-	-
1.006	5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level	413.77	cum	-	-
1.007	5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level	573.39	cum	-	-
1.008	5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).	987.16	cum	-	-
1.009	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	129.1	sqm	-	-

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 • 1.36 MB

NITVII.pdf

Tender Notice • 3.05 MB

BOQ Documents

TechnicalBid.xls

BOQ Document • 0.18 MB

BOQ_918155.xls

BOQ Document • 0.52 MB

Work Item Documents

131648730.pdf

Tender Document • 0.69 MB

131648733.pdf

Tender Document • 0.13 MB

131648737.html

Tender Document • 0.03 MB

Ready to Participate?

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Company

Kannan K

L1₹27.3 CrAccepted-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A - Part 1 - Design , and commissioning of 10 MLD Water treatment plant at Perumbally
1.001	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	2,275	sqm	-	-
1.002	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	1,093.7	cum	-	-
1.003	2.9.1:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock	1,044.99	cum	-	-
1.004	2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	921.03	cum	-	-
1.005	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)	145.12	cum	-	-
1.006	5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level	413.77	cum	-	-
1.007	5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level	573.39	cum	-	-
1.008	5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).	987.16	cum	-	-
1.009	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	129.1	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A - Part 1 - Design , and commissioning of 10 MLD Water treatment plant at Perumbally

1.001

2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

2,275

sqm

1.002

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

1,093.7

cum

1.003

2.9.1:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock

1,044.99

cum

1.004

2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

921.03

cum

1.005

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

145.12

cum

1.006

5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

413.77

cum

1.007

5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

573.39

cum

1.008

5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

987.16

cum

1.009

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

129.1

sqm