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State Plan 2026 27 TSS Anil Nagar Sasthri Nagar Residence Association Karamana Replacement of 150mm SW pipe to 250mm SW pipe and reconstruction of damaged manholes General Civil Work

Kerala Water Authority

Thiruvananthapuram, Kerala

Amount: ₹19.6 LCloses: 17 Oct 20267d left

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Timeline

Published9 Oct 2026
Closes17 Oct 2026
Bid Opening19 Oct 2026

Tender Value

₹19.6 L

EMD Value

₹48,879

Closing Date

17 Oct 2026, 3:00 pm7d left

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer, Sewerage Division, Kerala Water Authority,Pattoor. Thiruvananthapuram 695024

Work Description

State Plan 2026 27 TSS Anil Nagar Sasthri Nagar Residence Association Karamana Replacement of 150mm SW pipe to 250mm SW pipe and reconstruction of damaged manholes General Civil Work

Tender Information

Tender ID

2026_KWA_877948_1

Reference Number

WRD/KWA-CE(SR)/TR/1066/2026

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 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

₹48,879

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

19 Oct 2026

Download Starts

9 Oct 2026

Download Ends

17 Oct 2026

Submission Starts

9 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (54 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sewerage pipe line work
1.001	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.	139	sqm	-	-
1.002	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.	195	cum	-	-
1.003	100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.	142.89	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.	260	metre	-	-
1.005	2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m	390	sqm	-	-
1.006	2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m	285.78	sqm	-	-
1.007	100.43.4:Conveying, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc., complete (excluding cost of pipes): 250mm diameter pipe.	146	metre	-	-
1.008	100.98.99:Supply of SW Pipe 250mm, 0.6m long.	244	no	-	-
1.009	4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)	8.88	cum	-	-

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 • 2.42 MB

Work Item Documents

NIT.pdf

Tender Documents • 7.04 MB

BOQ_1492084.xls

BOQ • 0.34 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sewerage pipe line work
1.001	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.	139	sqm	-	-
1.002	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.	195	cum	-	-
1.003	100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.	142.89	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.	260	metre	-	-
1.005	2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m	390	sqm	-	-
1.006	2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m	285.78	sqm	-	-
1.007	100.43.4:Conveying, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc., complete (excluding cost of pipes): 250mm diameter pipe.	146	metre	-	-
1.008	100.98.99:Supply of SW Pipe 250mm, 0.6m long.	244	no	-	-
1.009	4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)	8.88	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Sewerage pipe line work

1.001

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.

139

sqm

1.002

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.

195

cum

1.003

100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.

142.89

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.

260

metre

1.005

2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m

390

sqm

1.006

2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m

285.78

sqm

1.007

100.43.4:Conveying, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc., complete (excluding cost of pipes): 250mm diameter pipe.

146

metre

1.008

100.98.99:Supply of SW Pipe 250mm, 0.6m long.

244

1.009

4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)

8.88

cum