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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹20.0 L+₹2.3 L (13.0%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹20.1 L+₹2.5 L (13.9%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹21.4 L+₹3.7 L (21.1%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹23.1 L+₹5.4 L (30.8%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | PAUL P X L1 | SABU PANIKULAM L2 | GICON BUILDERS L4 | SAMU P V L5 | AHAMMED NABEEL L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Working Cost | ||||||||
| 1.00 | 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. | 56 | sqm | 86.64 ₹4,851.84 Lowest | 106 ₹5,936 | 90 ₹5,040 | 115.66 ₹6,476.96 | 100.66 ₹5,636.96 |
| 1.00 | 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 | 178.85 | sqm | 282.07 ₹50,448.22 | 250 ₹44,712.5 Lowest | 300 ₹53,655 | 376.53 ₹67,342.39 | 327.7 ₹58,609.15 |
| 1.00 | 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) | 39.15 | cum | 1,600.77 ₹62,670.15 Lowest | 2,000 ₹78,300 | 1,800 ₹70,470 | 2,136.87 ₹83,658.46 | 1,859.76 ₹72,809.6 |
| 1.00 | 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. | 459.3 | cum | 431.33 ₹1,98,109.87 Lowest | 450 ₹2,06,685 | 510 ₹2,34,243 | 575.78 ₹2,64,455.75 | 501.11 ₹2,30,159.82 |
| 1.00 | 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. | 92.7 | cum | 636.23 ₹58,978.52 | 460 ₹42,642 Lowest | 650 ₹60,255 | 849.31 ₹78,731.04 | 739.17 ₹68,521.06 |
| 1.01 | 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. | 1,100 | metre | 20.5 ₹22,550 | 6 ₹6,600 Lowest | 18 ₹19,800 | 27.36 ₹30,096 | 23.81 ₹26,191 |
| 1.01 | 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. | 480 | metre | 66.34 ₹31,843.2 Lowest | 80 ₹38,400 | 70 ₹33,600 | 88.56 ₹42,508.8 | 77.07 ₹36,993.6 |
| 1.01 | 100.9.8: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. | 624 | metre | 66.34 ₹41,396.16 Lowest | 85 ₹53,040 | 70 ₹43,680 | 88.56 ₹55,261.44 | 77.07 ₹48,091.68 |
| 1.01 | 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 | 432 | metre | 521.75 ₹2,25,396 Lowest | 700 ₹3,02,400 | 650 ₹2,80,800 | 696.49 ₹3,00,883.68 | 606.16 ₹2,61,861.12 |
Tender Value
₹27.2 L
EMD Value
₹50,000
Closing Date
16 Jul 2025, 3:00 pmClosed
Executive Engineer PH Division Aluva
Executive Engineer KWA PH Division Aluva
Deposit Work Angamaly Municipality UWSS to Angamaly Extension of pipeline at wards 03, 04, 05, 07, 10, 11, 20, 21 and 28 in Angamaly Municipality Project No 248/25 Pipeline work
2025_KWA_775086_1
CE(CR)/TR/11344/2025_26_1_1/1
Open Tender
Civil Works - Water Works
Item Rate
180 days
Angamaly Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
9 Sept 2025
7 Jul 2025
17 Jul 2025
7 Jul 2025
16 Jul 2025
7 Jul 2025
Amount
Working Cost
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.
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)
100.1.1: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.
100.8.1: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.
100.9.8: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.
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
15.44.2:Dismantling G.I. pipes ( external work) including excavation and refilling trenches after taking out the pipes, manually / by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer- in- Charges:Above 40 mm nominal bore
OD20213/2025-2026:Cost for cutting and welding 100 mm GI pipe 3 run welding including labour charges, cost of materials, etc
OD81769/2025-2026:Providing flanged joints to double flanged C.I./ D.I/GI pipes and specials, including testing of joints:100 mm diameter pipe
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.
18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
100.31.1.1: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.
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.
100.32.4: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): 80mm Double Acting Air Valve.
OD19410/2025-2026:Interconnecting the newly laid pipe line with the existing PVC pipe of size up to 160 mm by supplying specials all cost of materials and necessary earth work excavation in all classes of soil etc. complete as per direction of departmental 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
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.)
16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
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)
OD19411/2025-2026:Supply and Installation of soft starter.
OD78327/2025-2026:Supplying and fixing Gear box for clarifier at WTP
100.31.1.6: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): 250mm diameter, Class I.
Cost of materials
100.98.221:Supply of PVC Pipe, 8kg/cm2, 63mm Dia.
100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.
OD19694/2025-2026:Supplying 100 mm GI (M) pipes at site including cost of loading and unloading
100.98.493:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.0, Size 80mm.
100.98.449:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 50mm.
100.98.450:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 80mm.
OD19407/2025-2026:Supplying 90 mm PVC Bend
OD19408/2025-2026: Cost of 63 mm PVC - Bend
OD19406/2025-2026: Supply of 63mm PVC end cap
OD19409/2025-2026: Supply of 90mm PVC end cap
OD19693/2025-2026:100 mm GI bend
OD20207/2025-2026:Supply of 100 mm GI Flange
100.98.498:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.0, Size 250mm.
SABU PANIKULAM (BID ID -2251500)
AHAMMED NABEEL (BID ID -2252577)
GICON BUILDERS (BID ID -2249695)
SAMU P V (BID ID -2252426)
Bidder Name
SABU PANIKULAM
PAUL P X
SAMU P V
GICON BUILDERS
AHAMMED NABEEL
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