Kerala

Financial BO

Works

Civil Works - Water Works

DEPOSIT K RAIL Construction of Subway in Lieu of LC No 187 Vellayil at Panicker road Shifting utilities Pipeline Work

Kerala Water Authority

Vellayil | Kozhikode, Kerala

Amount: ₹4.6 LCloses: 16 Sept 2026Closed

Timeline

Published9 Sept 2026
Closed16 Sept 2026
Financial Evaluation—
Award—

Bids

Item Rate

2 Bids17 Sept 2026

#	Company	Amount	Rank	Status
1	SHAJUKUMAR P L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance	₹3.4 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	shajan k L2₹4.5 L+₹1.1 L (30.6%)Admitted-Fee/PreQual/Technical/Finance	₹4.5 L+₹1.1 L (30.6%)	L2	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (22)

Sl No	Description	Qty	Unit	shajan k L2	SHAJUKUMAR P L1
1.00Appendix - A :- Pipe Laying
1.00	15.2.1: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)	5.75	cum	2,265.6 ₹13,027.2	1,733.88 ₹9,969.81 Lowest
1.00	OD283171/2025-2026: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	3.6	sqm	97.41 ₹350.68	74.55 ₹268.38 Lowest
1.00	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.	81.82	cum	610.47 ₹49,948.66	467.2 ₹38,226.3 Lowest
1.00	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.	155	metre	29.77 ₹4,614.35	22.79 ₹3,532.45 Lowest
1.00	50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete	19	hour	311.03 ₹5,909.57	238.04 ₹4,522.76 Lowest
1.01	100.98.1008:Engaging Coolie.	20	no	974.12 ₹19,482.4	745.5 ₹14,910 Lowest
1.01	100.9.8: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): 90 mm nominal outside diameter pipes.	155	metre	93.89 ₹14,552.95	71.86 ₹11,138.3 Lowest
1.01	100.9.11: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): 160 mm nominal outside diameter pipes.	5	metre	218.69 ₹1,093.45	167.36 ₹836.8 Lowest
1.01	100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.	18.33	cum	635.62 ₹11,650.91	486.44 ₹8,916.45 Lowest

Tender Value

₹4.6 L

EMD Value

₹11,481

Closing Date

16 Sept 2026, 2:00 pmClosed

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Distribution Sub Division No.2, Sarovaram

Work Description

DEPOSIT K RAIL Construction of Subway in Lieu of LC No 187 Vellayil at Panicker road Shifting utilities Pipeline Work

Tender Information

Tender ID

2026_KWA_868585_1

Reference Number

AEE/DSD2/KKD/08/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Location

Vellayil

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer tender documents

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical/Finance

RequiredPreliminary Agreement (.pdf)

RequiredNIT (.pdf)

RequiredBOQ (.xls)

RequiredContractor license (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,015

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹11,481

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Sept 2026

Published

9 Sept 2026

Bid Opening

17 Sept 2026

Download Starts

9 Sept 2026

Download Ends

16 Sept 2026

Submission Starts

9 Sept 2026

Clarification Period

9 Sept 2026 - 16 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (22 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix - A :- Pipe Laying
1.001	15.2.1: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)	5.75	cum	-	-
1.002	OD283171/2025-2026: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	3.6	sqm	-	-
1.003	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.	81.82	cum	-	-
1.004	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.	155	metre	-	-
1.005	50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete	19	hour	-	-
1.006	100.98.1008:Engaging Coolie.	20	no	-	-
1.007	100.9.8: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): 90 mm nominal outside diameter pipes.	155	metre	-	-
1.008	100.9.11: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): 160 mm nominal outside diameter pipes.	5	metre	-	-
1.009	100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.	18.33	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1471096.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.03 MB

NIT Documents

KWAGeneralConditionsforeTenderingV5.pdf

PDF • 0.69 MB

Tendernotice_1.pdf

PDF • 0.39 MB

Work Item Documents

NIT8.pdf

Tender Documents • 1.04 MB

BOQ_1471096.xls

BOQ • 0.32 MB

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Company

SHAJUKUMAR P

L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance

shajan k

L2₹4.5 L+₹1.1 L (30.6%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	shajan k L2	SHAJUKUMAR P L1
1.00Appendix - A :- Pipe Laying
1.00	15.2.1: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)	5.75	cum	2,265.6 ₹13,027.2	1,733.88 ₹9,969.81 Lowest
1.00	OD283171/2025-2026: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	3.6	sqm	97.41 ₹350.68	74.55 ₹268.38 Lowest
1.00	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.	81.82	cum	610.47 ₹49,948.66	467.2 ₹38,226.3 Lowest
1.00	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.	155	metre	29.77 ₹4,614.35	22.79 ₹3,532.45 Lowest
1.00	50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete	19	hour	311.03 ₹5,909.57	238.04 ₹4,522.76 Lowest
1.01	100.98.1008:Engaging Coolie.	20	no	974.12 ₹19,482.4	745.5 ₹14,910 Lowest
1.01	100.9.8: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): 90 mm nominal outside diameter pipes.	155	metre	93.89 ₹14,552.95	71.86 ₹11,138.3 Lowest
1.01	100.9.11: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): 160 mm nominal outside diameter pipes.	5	metre	218.69 ₹1,093.45	167.36 ₹836.8 Lowest
1.01	100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.	18.33	cum	635.62 ₹11,650.91	486.44 ₹8,916.45 Lowest

Sl No

Description

Qty

Unit

shajan k

SHAJUKUMAR P

1.00Appendix - A :- Pipe Laying

1.00

15.2.1: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)

5.75

cum

2,265.6

₹13,027.2

1,733.88

₹9,969.81

Lowest

1.00

OD283171/2025-2026: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

3.6

sqm

97.41

₹350.68

74.55

₹268.38

Lowest

1.00

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.

81.82

cum

610.47

₹49,948.66

467.2

₹38,226.3

Lowest

1.00

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.

155

metre

29.77

₹4,614.35

22.79

₹3,532.45

Lowest

1.00

50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

hour

311.03

₹5,909.57

238.04

₹4,522.76

Lowest

1.01

100.98.1008:Engaging Coolie.

974.12

₹19,482.4

745.5

₹14,910

Lowest

1.01

100.9.8: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): 90 mm nominal outside diameter pipes.

155

metre

93.89

₹14,552.95

71.86

₹11,138.3

Lowest

1.01

100.9.11: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): 160 mm nominal outside diameter pipes.

metre

218.69

₹1,093.45

167.36

₹836.8

Lowest

1.01

100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.

18.33

cum

635.62

₹11,650.91

486.44

₹8,916.45

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix - A :- Pipe Laying
1.001	15.2.1: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)	5.75	cum	-	-
1.002	OD283171/2025-2026: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	3.6	sqm	-	-
1.003	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.	81.82	cum	-	-
1.004	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.	155	metre	-	-
1.005	50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete	19	hour	-	-
1.006	100.98.1008:Engaging Coolie.	20	no	-	-
1.007	100.9.8: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): 90 mm nominal outside diameter pipes.	155	metre	-	-
1.008	100.9.11: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): 160 mm nominal outside diameter pipes.	5	metre	-	-
1.009	100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.	18.33	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix - A :- Pipe Laying

1.001

5.75

cum

1.002

3.6

sqm

1.003

81.82

cum

1.004

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.

155

metre

1.005

50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

hour

1.006

100.98.1008:Engaging Coolie.

1.007

155

metre

1.008

metre

1.009

100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.

18.33

cum