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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.4 L+₹14,691.11 (1.30%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹13.7 L+₹2.4 L (21.0%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹15.2 L
EMD Value
₹38,059
Closing Date
28 Mar 2023, 2:00 pmClosed
Executive Engineer
Executive Engineer Kerala Water Authority (Water Resources Department)(WRD) O/o Office of the Executive Engineer, Public Health Division Pathanamthitta (For and on behalf of Governor of Kerala)
DEPOSIT Malayalappuzha Iravon Replacing existing damaged pipe line at Malappara Kummannoor
2023_KWA_568656_1
241/2022-23/EE/PH/PTA
Open Tender
Civil Works - Water Works
Item Rate
90 days
konni
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
₹38,059
20 Jun 2023
22 Mar 2023
29 Mar 2023
22 Mar 2023
28 Mar 2023
22 Mar 2023
Amount
Replacing existing Asbestos pipe with 110 mm PVC and 100 mm GI
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)
100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
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.
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.
100.9.9: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.
100.12.9: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: 100mm diameter nominal bore.
OD173771/2022-2023:Welding 100 mm (ID) G.I. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete as per directions.(Sr)
OD173772/2022-2023:Cutting 100 mm (ID) G.I pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete as per directions.
100.31.2.4: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): 150mm diameter, Class II.
100.31.2.2: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 II.
100.32.3:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 50mm Double Acting Air Valve.
OD174958/2022-2023:Providing Interconnection work from existing 160 mm PVC pipe line to the newly laid 110 mm PVC pipe line including necessary earth work, cost of materials, labour charges etc. complete as per directions.
OD174960/2022-2023:Interconnection of newly laid PVC pipe line with newly laid G.I. pipe line including cost of specials, labour charges etc.complete as per direction of Dept.officers.
OD174962/2022-2023:Shifting the existing water connection / street tap connections from existing line to newly laid<br>pipe line including cost of specials such as MS/PVC saddle, required length ASTM Schedule 80 pipe,Elbow ,coupling<br>,valve, etc all labour charge and cost of all materials etc as per the direction of departmental officers.
4.1.3: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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
Supply of Materials
100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia.
OD186818/2022-2023:Supply of 100 mm G.I.pipe (M)
100.98.435:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 50mm.
100.98.506:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
100.98.508:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
Road Berm Restoration Charges
100.59.2:Refilling the trenches with a wet mix of close graded granular materials (Stone aggregate - 25mm nominal size - 17.5%, Stone aggregate - 10mm nominal size - 17.5%, Crushed Stone - 2.36mm to 12.5mm - 25%, Stone chippings / screenings - 4.75mm nominal size - 20%, Stone chippings / screenings - 150 micron nominal size - 20%), mixing properly after adding sufficient quantity of water, refilling in layers not exceeding 150mm, compacting properly at Optimum Moisture Content with Surface Plate Vibrator and disposing the excavated material etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites.
16.1:Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
G ASHOK KUMAR
Anil Kumar
Bidder Name
Anil Kumar
G ASHOK KUMAR
C G BAHULEYAN
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