Kerala

AOC

Works

Civil Works - Others

State Plan2025 2026 TSS Reconstruction of old brick man holes construction of new man holes Cleaning sewer lines using Bucket type cleaning machine in Nandavanam near DD Office to Jagathy junction near back side of Karthika hotel

Kerala Water Authority

Thiruvananthapuram, Kerala

Amount: ₹53.5 LCloses: 18 Sept 2025Closed

Timeline

Published3 Sept 2025
Closed18 Sept 2025
Awarded4 Nov 2025

Bids

Item Rate

2 Bids4 Nov 2025

#	Company	Amount	Rank	Status
1	Anoop AJ L1₹56.0 LAccepted-AOC	₹56.0 L Quoted ₹56.2 L	L1	Accepted-AOC L1
2	M ASHOK KUMAR L2₹58.8 L+₹2.7 L (4.76%)Rejected-Finance	₹58.8 L+₹2.7 L (4.76%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (63)

Sl No	Description	Qty	Unit	Anoop AJ L1	M ASHOK KUMAR L2
1.00Construction of man holes
1.00	15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road	60	sqm	476.03 ₹28,561.8 Lowest	498.7 ₹29,922
1.00	15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)	4	cum	1,668.42 ₹6,673.68 Lowest	1,747.87 ₹6,991.48
1.00	16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.	40	sqm	146.22 ₹5,848.8 Lowest	153.19 ₹6,127.6
1.00	15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar	99	cum	2,286.03 ₹2,26,316.97 Lowest	2,394.89 ₹2,37,094.11
1.00	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	129.22	cum	386.11 ₹49,894.29 Lowest	404.49 ₹52,269.41
1.01	OD263557/2024-2025::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, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m for 2nd depth of 1.50m to 3.0m in all kinds of soil.	66.46	cum	526.74 ₹35,006.09 Lowest	551.83 ₹36,673.52
1.01	OD263560/2024-2025: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, including getting out the excavated soil and disposal of surplus surplus excavated soil as directed, within a lead of 50 m for 3rd depth of 3.00m to 4.50m in all kinds of soil.	36.92	cum	667.38 ₹24,640.34 Lowest	699.16 ₹25,813.69
1.01	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.	350	metre	119.56 ₹41,846 Lowest	125.26 ₹43,841
1.01	100.6.1:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding 6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete.	48	sqm	960.54 ₹46,105.92 Lowest	1,006.28 ₹48,301.44

Tender Value

₹53.5 L

EMD Value

₹50,000

Closing Date

18 Sept 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Office of the Executive Engineer

Work Description

State Plan2025 2026 TSS Reconstruction of old brick man holes construction of new man holes Cleaning sewer lines using Bucket type cleaning machine in Nandavanam near DD Office to Jagathy junction near back side of Karthika hotel

Tender Information

Tender ID

2025_KWA_793939_1

Reference Number

WRD/KWA-CE(SR)/TR/7430/2025

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

365 days

Location

Thiruvananthapuram

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical/Finance

RequiredPreliminary Agreement (.pdf)

RequiredNIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Nov 2025

Published

3 Sept 2025

Bid Opening

20 Sept 2025

Download Starts

3 Sept 2025

Download Ends

18 Sept 2025

Submission Starts

3 Sept 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1311582.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

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Company

Anoop AJ

L1₹56.0 LAccepted-AOC

M ASHOK KUMAR

L2₹58.8 L+₹2.7 L (4.76%)Rejected-Finance

Sl No	Description	Qty	Unit	Anoop AJ L1	M ASHOK KUMAR L2
1.00Construction of man holes
1.00	15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road	60	sqm	476.03 ₹28,561.8 Lowest	498.7 ₹29,922
1.00	15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)	4	cum	1,668.42 ₹6,673.68 Lowest	1,747.87 ₹6,991.48
1.00	16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.	40	sqm	146.22 ₹5,848.8 Lowest	153.19 ₹6,127.6
1.00	15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar	99	cum	2,286.03 ₹2,26,316.97 Lowest	2,394.89 ₹2,37,094.11
1.00	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	129.22	cum	386.11 ₹49,894.29 Lowest	404.49 ₹52,269.41
1.01	OD263557/2024-2025::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, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m for 2nd depth of 1.50m to 3.0m in all kinds of soil.	66.46	cum	526.74 ₹35,006.09 Lowest	551.83 ₹36,673.52
1.01	OD263560/2024-2025: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, including getting out the excavated soil and disposal of surplus surplus excavated soil as directed, within a lead of 50 m for 3rd depth of 3.00m to 4.50m in all kinds of soil.	36.92	cum	667.38 ₹24,640.34 Lowest	699.16 ₹25,813.69
1.01	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.	350	metre	119.56 ₹41,846 Lowest	125.26 ₹43,841
1.01	100.6.1:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding 6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete.	48	sqm	960.54 ₹46,105.92 Lowest	1,006.28 ₹48,301.44

Sl No

Description

Qty

Unit

Anoop AJ

M ASHOK KUMAR

1.00Construction of man holes

1.00

15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road

sqm

476.03

₹28,561.8

Lowest

498.7

₹29,922

1.00

15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)

cum

1,668.42

₹6,673.68

Lowest

1,747.87

₹6,991.48

1.00

16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

sqm

146.22

₹5,848.8

Lowest

153.19

₹6,127.6

1.00

15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar

cum

2,286.03

₹2,26,316.97

Lowest

2,394.89

₹2,37,094.11

1.00

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

129.22

cum

386.11

₹49,894.29

Lowest

404.49

₹52,269.41

1.01

OD263557/2024-2025::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, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m for 2nd depth of 1.50m to 3.0m in all kinds of soil.

66.46

cum

526.74

₹35,006.09

Lowest

551.83

₹36,673.52

1.01

OD263560/2024-2025: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, including getting out the excavated soil and disposal of surplus surplus excavated soil as directed, within a lead of 50 m for 3rd depth of 3.00m to 4.50m in all kinds of soil.

36.92

cum

667.38

₹24,640.34

Lowest

699.16

₹25,813.69

1.01

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.

350

metre

119.56

₹41,846

Lowest

125.26

₹43,841

1.01

100.6.1:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding 6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete.

sqm

960.54

₹46,105.92

Lowest

1,006.28

₹48,301.44