Kerala

AOC

Works

Civil Works - Water Works

Jal Jeevan Mission-WSS to Vettathur Grama Panchayath, Melattur Grama Panchayath and Keezhattur Grama Panchayath-Laying Distribution Line and Providing FHTCc in Melattur Grama panchayath

Kerala Water Authority

Melattur | Malappuram, Kerala

Amount: ₹45.7 CrCloses: 13 Jul 202330 Jun 2023Closed

Timeline

Published22 Jun 2023
Closed13 Jul 2023
Technical Evaluation2 Sept 2023
Awarded6 Feb 2024

Bids

6 Bids6 Feb 2024

#	Company	Amount	Rank	Status
1	K.T.Manoj 1₹41.4 CrAccepted-AOC	₹41.4 Cr	1	Accepted-AOC L1
2	LUKMAN.T 2₹42.8 Cr+₹1.3 Cr (3.17%)Rejected-AOC	₹42.8 Cr+₹1.3 Cr (3.17%)	2	Rejected-AOC L2
3	T ABDUSSAMAD 3₹43.5 Cr+₹2.0 Cr (4.88%)Rejected-AOC PO MELMURI MALAPPURAM DT KERALA 676517 \| MELMURI \| MALAPPURAM \| KERALA \| 676517	₹43.5 Cr+₹2.0 Cr (4.88%)	3	Rejected-AOC L3
4	MIDLAND ENGINEERING AND CONTRACTING COMPANY 4₹46.1 Cr+₹4.7 Cr (11.2%)Rejected-AOC	₹46.1 Cr+₹4.7 Cr (11.2%)	4	Rejected-AOC L4
5	ZUBAIR 5₹46.6 Cr+₹5.1 Cr (12.4%)Rejected-AOC	₹46.6 Cr+₹5.1 Cr (12.4%)	5	Rejected-AOC L5

Corrigenda

Corrigendum

4 updatesLatest on 11 Jul 2023Submission Ends:30 Jun 202313 Jul 2023

Date changes

Download Ends30 Jun 202313 Jul 2023Submission Ends30 Jun 202313 Jul 2023Bid Opening1 Jul 202314 Jul 2023

Tender Value

₹45.7 Cr

EMD Value

₹5 L

Closing Date

13 Jul 2023, 3:00 pmClosed

Tender Inviting Organisation

Name

SUPERINTENDING ENGINEER

Address

PH CIRCLE, KWA, MALAPPURAM

Work Description

Jal Jeevan Mission-WSS to Vettathur Grama Panchayath, Melattur Grama Panchayath and Keezhattur Grama Panchayath-Laying Distribution Line and Providing FHTCc in Melattur Grama panchayath

Tender Information

Tender ID

2023_KWA_583521_1

Reference Number

SE/PHC/MPM/58Re/2023-24

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

240 days

Location

Melattur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredPreliminary Agreement (.pdf)

RequiredNIT Vol 1 (.pdf)

RequiredNIT Vol 2 (.pdf)

RequiredBalance sheet and P/L of last 3 years (.pdf)

RequiredQ1 to Q8 (.pdf)

RequiredSolvency Certificate (.pdf)

RequiredMoU and Experience Certificate (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹16,540

EMD Fee Amount

₹5 L

Pre-Bid Meeting

Meeting Place

PH CIRCLE, KWA, MALAPPURAM

Important Dates

Last Activity

6 Feb 2024

Published

22 Jun 2023

Bid Opening

14 Jul 2023

Download Starts

22 Jun 2023

Download Ends

13 Jul 2023

Submission Starts

24 Jun 2023

Clarification Period

22 Jun 2023 - 24 Jun 2023

Pre-Bid Meeting

24 Jun 2023

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (204 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix I A-Clear Water Pumping main from Thelakkad jn To OHSR For Melattur Panchayath.
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.	1	cum	-	-
1.003	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.	1	cum	-	-
1.004	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.	-	metre	-	-
1.005	OD145237/2022-2023: Dismantling manually /by mechanical means and disposal of material with in 50 Metres lead as per direction of Engineer-in -Charge -Bituminous road	-	metre	-	-
1.006	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	-	-
1.007	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	-	-
1.008	100.41.40:Supply, stacking, spreading and consolidating of Red earth in the trench of pipe line for cushion including carriage, loading, unloading & stacking up to any lead.	-	cum	-	-
1.009	100.14.6:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 350mm diameter Ductile Iron Class K-9 Pipes.	-	metre	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

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

BOQ Documents

BOQ_861842.xls

BOQ Document • 0.44 MB

Work Item Documents

123588278.pdf

Tender Document • 0.69 MB

123588279.pdf

Tender Document • 0.06 MB

123588281.html

Tender Document • 0.03 MB

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Company

K.T.Manoj

1₹41.4 CrAccepted-AOC

LUKMAN.T

2₹42.8 Cr+₹1.3 Cr (3.17%)Rejected-AOC

T ABDUSSAMAD

3₹43.5 Cr+₹2.0 Cr (4.88%)Rejected-AOC

PO MELMURI MALAPPURAM DT KERALA 676517 | MELMURI | MALAPPURAM | KERALA | 676517

MIDLAND ENGINEERING AND CONTRACTING COMPANY

4₹46.1 Cr+₹4.7 Cr (11.2%)Rejected-AOC

ZUBAIR

5₹46.6 Cr+₹5.1 Cr (12.4%)Rejected-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix I A-Clear Water Pumping main from Thelakkad jn To OHSR For Melattur Panchayath.
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.	1	cum	-	-
1.003	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.	1	cum	-	-
1.004	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.	-	metre	-	-
1.005	OD145237/2022-2023: Dismantling manually /by mechanical means and disposal of material with in 50 Metres lead as per direction of Engineer-in -Charge -Bituminous road	-	metre	-	-
1.006	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	-	-
1.007	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	-	-
1.008	100.41.40:Supply, stacking, spreading and consolidating of Red earth in the trench of pipe line for cushion including carriage, loading, unloading & stacking up to any lead.	-	cum	-	-
1.009	100.14.6:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 350mm diameter Ductile Iron Class K-9 Pipes.	-	metre	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix I A-Clear Water Pumping main from Thelakkad jn To OHSR For Melattur Panchayath.

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.

cum

1.003

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

1.004

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.

metre

1.005

OD145237/2022-2023: Dismantling manually /by mechanical means and disposal of material with in 50 Metres lead as per direction of Engineer-in -Charge -Bituminous road

metre

1.006

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

1.007

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

1.008

100.41.40:Supply, stacking, spreading and consolidating of Red earth in the trench of pipe line for cushion including carriage, loading, unloading & stacking up to any lead.

cum

1.009

100.14.6:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 350mm diameter Ductile Iron Class K-9 Pipes.

metre