Water Resources and Irrigation Local Bodies Closing in 7 days TDR #58082421

Tender For Deposit-Rwss Muntrothuruth-2026 -1-Pipe Line Extension Work & Replacing Old Damaged Pipe Lines And Allied Works At Kidappuram Ward -General Civil Work

Issued by Local Bodies · Kollam, Kerala
Tender Value
24.94 Lakhs
Estimated cost
Bid Submission
26 Oct 2026
7 days left
EMD
50000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Deposit-Rwss Muntrothuruth-2026 -1-Pipe Line Extension Work & Replacing Old Damaged Pipe Lines And Allied Works At Kidappuram Ward -General Civil Work

BOQ

Name of Work:- DEPOSIT-RWSS MUNTROTHURUTH-2026 -1-Pipe line extension work & Replacing old Damaged Pipe lines and allied works at KIDAPPURAM WARD -General Civil Work
Sl. No. Item Description
1PART 1 WORKING CHARGES
215.2.2: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)
315.43.2: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
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.
5100.8.1: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.
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.
7100.9.5: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): 50 mm nominal outside diameter pipes.
8100.9.6: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): 63 mm nominal outside diameter pipes.
9100.9.7: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): 75 mm nominal outside diameter pipes.
10100.9.8: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.
11100.9.9: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): 110 mm nominal outside diameter pipes.
12100.12.8:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore.
13OD285525/2025-2026:Interconnecting the existing 110/90/75/63/50 mmPVC pipe line to the newly laid pipe line aftertracing out the existing pipe line,cutting and jointing with suitable specials so as tomake a water tight joint,charging and testing,providing fencing,lighting watching andproviding caution board ,including cost of all materials ,labourcharges and conveyance etc complete as per the direction of departmental officers
14OD286159/2025-2026:Shifting 20mm (3/4 inch) house connection with 20mm (3/4 inch) water meter fromexisting newly laid mains, up to a length of 5m using 25mm Indian Standard Class 6uPVC pipe and uPVC / Brass specials viz. brass ferrule, Elbow, MTA, FTA, couplersetc. and connecting with the mains, testing the joints etc. complete includingtrenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracingand trench of average cross section 0.3m x 0.75m for laying connection pipe andservice pipe, safely removing & re-fixing existing water meter, lighting,watching, providing caution boards, traffic control etc. complete including cost ofmaterials, hire for tools, cost of consumables and labour charges but excluding cost ofwater meter and meter box and including charges for cutting the concrete / tarred /bituminous roads and as per the directions of the department officers.
154.1.4: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 gradedstone aggregate 40 mm nominal size derived from natural sources)
16100.31.1.1: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): 80mm diameter, Class I.
17100.31.1.2: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.
18PART 11 COST OF MATERIALS
19100.98.210:Supply of PVC Pipe, 6kg/cm2, 50mm Dia.
20100.98.211:Supply of PVC Pipe, 6kg/cm2, 63mm Dia.
21100.98.212:Supply of PVC Pipe, 6kg/cm2, 75mm Dia.
22100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
23100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.
24OD285539/2025-2026: Cost of 80mm G.I. pipes
25100.98.428:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.6, Size 80mm.
26100.98.505:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
27100.98.493:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.0, Size 80mm.
28100.98.506:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
29PART 111-VALVE CHAMBER
30100.1.1: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.
315.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
325.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
335.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
345.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
354.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources)
36100.41.33:Supplying and fixing 500mm dia C.I. manhole cover with frame (medium duty) charges including all cost, labour charges etc., complete.
37PART 4 MAINTANANCE OF KIDAPPURAM PUMP HOUSE
382.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
392.8.1: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
4050.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
414.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources)
4250.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
4313.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
4450.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
4512.1.2:Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.80 mm thick with zinc coating less than 275 gm/m2
46OD286107/2025-2026:Wiring the pump house and Providing 4 nos light point, and 1 No Fan point and onesocket etc wiring the pump house using best quality copper wire with pvc pipe andfitting switches,sockets etc in two switch board and supply and fitting 2 nos. 12 w LED bulbs, 1 nos.
47OD286017/2025-2026:Providing and changing the chlorination arrangements of tube well Installing Dozzer pump(Charges of supplying and erecting 0.1 hp special type UKL 10 Lph electronic dosing pump 4kg/cm2 dosing pump)1.0 HP dosing pump with motor
48OD147297/2026-2027:Fabrication, supply, installation, testing and commissioning of an Automatic Water Level Monitoring System for OHSR tank, including ultrasonic water level sensor, ESP32-based controller with Wi-Fi/GSM-SIM communication facility, suitable weatherproof enclosure, power supply, rechargeable battery backup, AC/DC adapters/inverter, electrical and signal cables, mounting accessories and all allied items. The system shall continuously measure and record the water level with date and time and transmit the data through Wi-Fi/GSM to the designated web server/website for remote monitoring, including necessary software/API integration, calibration, testing and commissioning, complete in all respects as directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58082421
AUTHORITY Local Bodies
TENDER VALUE 24.94 Lakhs
LAST DATE 26-10-2026
Authority
Authority Name Kerala Water Authority
Work Description Tender for Deposit-Rwss Muntrothuruth-2026 -1-Pipe Line Extension Work & Replacing Old Damaged Pipe Lines And Allied Works At Kidappuram Ward -General Civil Work
Basic Detail
Tender No 47/WRD/KWA/TR/2661/2026_5_1_1
Bidding Type Tender
Location
City Kollam
State Kerala
Key Dates
Publish Date 16 Oct 2026
Submission Date 26 Oct 2026
Open Date 27 Oct 2026
Finance
Tender Value 24.94 Lakhs
Tender Fee 2760
EMD 50000
Exemption Not Available
Document List
47T_2661nit.pdf
ADITIONALSPECIALCONDITIONOHT.pdf
BOQ_1497073.xls
cbda70f4-10dd-429d-99fb-b2834d7157e4.html
GENERALSPECIALCONDITION1.pdf
KWAGeneralConditionsforeT_1.pdf
SUPPLYINGPIPE.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 16, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 26, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Oct 27, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 8 days

Tender Documents

Download All (ZIP) ↓
pdf

47T_2661nit.pdf

pdf

ADITIONALSPECIALCONDITIONOHT.pdf

xls

BOQ_1497073.xls

html

cbda70f4-10dd-429d-99fb-b2834d7157e4.html

pdf

GENERALSPECIALCONDITION1.pdf

pdf

KWAGeneralConditionsforeT_1.pdf

pdf

SUPPLYINGPIPE.pdf

pdf

Tendernotice_1.pdf

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