Water Resources and Irrigation Local Bodies Closing in 2 days TDR #58033798

Tender For Deposit-Deposit Work-Improving Water Supply To Kannanthodath Road By Changing The Tapping Point From100mm Ac Pipe To 300Mm Ci Pipe And Laying 160Mm (6Kg/Cm2) Pvc Pipe Across Aluva- Ernakulam Road In Div 34(Old) 38 (New) Of Kochi Corporatio

Issued by Local Bodies · Ernakulam, Kerala
Tender Value
1.65 Lakhs
Estimated cost
Bid Submission
20 Oct 2026
2 days left
EMD
4145
Bank guarantee accepted
Document Fee
555
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Ernakulam → Kerala
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Deposit-Deposit Work-Improving Water Supply To Kannanthodath Road By Changing The Tapping Point From100mm Ac Pipe To 300Mm Ci Pipe And Laying 160Mm (6Kg/Cm2) Pvc Pipe Across Aluva- Ernakulam Road In Div 34(Old) 38 (New) Of Kochi Corporation.-Pipeline Work

BOQ

Name of Work:- DEPOSIT-Deposit Work-Improving water supply to Kannanthodath road by changing the tapping point from100mm AC pipe to 300mm CI pipe and laying 160mm (6kg/cm2) PVC pipe across Aluva- Ernakulam road in Div 34(old) 38 (new) of Kochi Corporation.-Pipeline Work
Sl. No. Item Description
1Working Charges
215.43.2: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
315.2.1: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)
4100.1.1: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.
5100.1.2: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.
6100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
7100.8.1: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.
8100.9.11: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.
9OD38493/2023-2024:Interconnecting 300mm CI Pipe with newly laid 160mmPVC Pipe by using necessary specials supplied by the contractor and placing in position ,jointing with solvent cement and testing to the required test pressure, including cost of all materials supplied by the contracted, labour charges, and hire for tools; complete.
10100.98.1008:Engaging Coolie.
11100.98.1009:Engaging Fitter ( grade 1).
122.16.1: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
132.16.2: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
14100.31.1.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class I.
1516.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30
16100.59.3:Restoring the road surfaces by providing and laying factory made cold bitumen-aggregate pot-hole repair mix in two layers of 25mm thick (total 50mm thick), by cleaning the surface with brooms etc. to remove dust/debris/water etc, placing the premix, compacting properly with hand-rammer etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites.
1718.34.1:Constructing masonry chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
18Cost of Materials
19100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia.
20OD30400/2023-2024:110mm CIR joint
21OD41751/2023-2024:Supply ofCID joint 100mm
22OD38964/2023-2024:Supply of PVC reducer 160mmx110mm Dia,6kg/cm2.
23100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
24OD40546/2023-2024:100MM DI FLANGED & PLANE END TP Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58033798
AUTHORITY Local Bodies
TENDER VALUE 1.65 Lakhs
LAST DATE 20-10-2026
Authority
Authority Name Kerala Water Authority
Work Description Tender for Deposit-Deposit Work-Improving Water Supply To Kannanthodath Road By Changing The Tapping Point From100mm Ac Pipe To 300Mm Ci Pipe And Laying 160Mm (6Kg/Cm2) Pvc Pipe Across Aluva- Ernakulam Road In Div 34(Old) 38 (New) Of Kochi Corporation.-Pipeline Work
Basic Detail
Tender No CE(CR)/TR/12155/2023_26_1_1/1
Bidding Type Tender
Location
City Ernakulam
State Kerala
Key Dates
Publish Date 14 Oct 2026
Submission Date 20 Oct 2026
Open Date 21 Oct 2026
Finance
Tender Value 1.65 Lakhs
Tender Fee 555
EMD 4145
Exemption Not Available
Document List
6db8b53a-0960-4c35-921c-70315ad7b90d.html
Biddocument.pdf
BOQ_1494993.xls
KWAGeneralConditionsforeT_1.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 14, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 20, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Oct 21, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

Download All (ZIP) ↓
html

6db8b53a-0960-4c35-921c-70315ad7b90d.html

pdf

Biddocument.pdf

xls

BOQ_1494993.xls

pdf

KWAGeneralConditionsforeT_1.pdf

pdf

Tendernotice_1.pdf

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