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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-AOC | ₹9.7 L Quoted ₹29.7 L | L1 | Accepted-AOC li |
| 2 | L2₹32.3 L+₹2.6 L (8.79%)Rejected-AOC AMBALAPPADAN HOUSE THANNIPPUZHA OKKAL KALADY | ₹32.3 L+₹2.6 L (8.79%) | L2 | Rejected-AOC l2 |
| 3 | L3₹33.9 Cr+₹33.6 Cr (11319.3%)Rejected-Finance | ₹33.9 Cr+₹33.6 Cr (11319.3%) | L3 | Rejected-Finance l3 |
| 4 | L4₹38.5 L+₹8.9 L (29.9%)Rejected-Finance | ₹38.5 L+₹8.9 L (29.9%) | L4 | Rejected-Finance l4 |
| 5 | L5₹40.0 L+₹10.3 L (34.7%)Rejected-Finance | ₹40.0 L+₹10.3 L (34.7%) | L5 | Rejected-Finance l5 |
Tender Value
₹42.3 L
EMD Value
₹50,000
Closing Date
6 Mar 2023, 3:00 pmClosed
Executive Engineer
Executive Engineer,PH Division ,Aluva
Jal Jeevan Mission -RWSS to Okkal- Jal Jeevan Mission- Providing Functional Household Tap Connections in Okkal Panchayath -Pipeline Works
2023_KWA_562640_1
WRD/KWA-CE(CR)/TR/1563/2023
Open Tender
Civil Works - Water Works
Item Rate
90 days
Aluva
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
25 Mar 2023
1 Mar 2023
7 Mar 2023
1 Mar 2023
6 Mar 2023
1 Mar 2023
Amount
Extension of Pipeline
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.
100.1.5: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 50 m, in Ordinary Rock.
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.
15.43.2: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
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)
100.8.1: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.
100.9.6: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.
100.9.7: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.
50.18.9.20.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Bend
50.18.9.20.5:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes including jointing with PVC solvent cement - 63x63x63 mm dia Tee
50.18.9.20.8:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia End cap
50.18.9.21.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Bend
50.18.9.21.5:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x75x75 mm dia Tee
50.18.9.21.8:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75 mm dia End cap
18.12.6:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore
100.98.32:Supply of GI Threaded Coupling, 50mm.
OD228241/2022-2023:Supply of 50 mm GI union
OD228242/2022-2023:Supply of 50 mm GI bend
18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
100.98.33:Supply of GI Threaded Coupling, 65mm.
OD232609/2022-2023:Supply of 65 mm GI union
OD232659/2022-2023:Supply of 65 mm GI bend
OD204979/2022-2023:Interconnecting the newly laid line with the existing pipe 140 mm including cost of supply of all specials,earth work excavation in all classes of soil etc..complete as per the direction of departmental officers.
OD204980/2022-2023::Interconnecting the newly laid line with the existing pipe of size upto 90mm including cost of supply of all specials, earth work excavation in all classes of soils etc.. Complete as per the direction of department officers.
16.78.1: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
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)
100.7.1: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.
4.1.5: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 : 6 graded stone aggregate 20 mm nominal size)
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
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.
16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
50.18.9.21.10:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x63 mm dia Reducer
Cost of Materials
100.98.234:Supply of PVC Pipe, 10kg/cm2, 63mm Dia.
100.98.235:Supply of PVC Pipe, 10kg/cm2, 75mm Dia.
Jayanandan
BINCE GEORGE
V J JOSE
A V SAJEEV
Bidder Name
T A Meethiyan
V J JOSE
A V SAJEEV
BINCE GEORGE
Jayanandan
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