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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.7 LAccepted-AOC | ₹32.7 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹39.5 LRejected-AOC | ₹39.5 L | L2 | Rejected-AOC 2nd lowest bidder |
| 3 | L3₹39.9 LRejected-AOC | ₹39.9 L | L3 | Rejected-AOC 3rd lowest bidder |
| 4 | L4₹42.8 LRejected-Finance | ₹42.8 L | L4 | Rejected-Finance 4th lowest bidder |
| 5 | L5₹46.1 LRejected-Finance | ₹46.1 L | L5 | Rejected-Finance 5th lowest bidder |
| Sl No | Description | Qty | Unit | SABU K.S. L6 | B SIVAPRASAD L2 | Sreehari R L1 | DINESH N.R L5 | THAHA.H L4 | Amal raj L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Supply of materials | |||||||||
| 1.00 | 100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia. | 1,400 | metre | 526.34 ₹7,36,876 | 500 ₹7,00,000 | 558.63 ₹7,82,082 | 640 ₹8,96,000 | 485.4 ₹6,79,560 Lowest | 584 ₹8,17,600 |
| 1.00 | OD235215/2025-2026:Cost of PVC specials (Bends ,tee, coupler,Tail pieces,end caps,Solvents cement, etc | 24,562 | L.S | 0.9 ₹22,105.8 | 0.61 ₹14,982.82 | 0.5 ₹12,281 Lowest | 1 ₹24,562 | 0.83 ₹20,386.46 | 1 ₹24,562 |
| 2.00LAYING | |||||||||
| 2.00 | 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. | 1,400 | metre | 24.4 ₹34,160 | 15 ₹21,000 | 17.89 ₹25,046 | 15 ₹21,000 | 22.5 ₹31,500 | 13 ₹18,200 Lowest |
| 2.00 | 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) | 33 | cum | 2,265.24 ₹74,752.92 | 1,900 ₹62,700 | 1,600 ₹52,800 | 1,750 ₹57,750 | 2,089.05 ₹68,938.65 | 1,200 ₹39,600 Lowest |
| 2.00 | 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 | 780 | sqm | 399.15 ₹3,11,337 | 280 ₹2,18,400 | 280 ₹2,18,400 | 350 ₹2,73,000 | 368.11 ₹2,87,125.8 | 225 ₹1,75,500 Lowest |
| 2.00 | 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. | 890.4 | cum | 610.37 ₹5,43,473.45 | 530 ₹4,71,912 | 400 ₹3,56,160 Lowest | 745 ₹6,63,348 | 562.9 ₹5,01,206.16 | 678 ₹6,03,691.2 |
| 2.00 | 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. | 1,000 | metre | 29.01 ₹29,010 | 15 ₹15,000 | 10 ₹10,000 Lowest | 15 ₹15,000 | 26.75 ₹26,750 | 13 ₹13,000 |
| 2.01 | 100.9.11: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. | 1,400 | metre | 218.66 ₹3,06,124 | 182 ₹2,54,800 | 150 ₹2,10,000 Lowest | 250 ₹3,50,000 | 201.65 ₹2,82,310 | 240 ₹3,36,000 |
Tender Value
₹51.6 L
EMD Value
₹50,000
Closing Date
6 Mar 2026, 2:00 pmClosed
Superintending Engineer,
Superintending Engineer, PH Circle, KWA, Kollam
AMRUT 2.0- REPLACEMENT OF OLD AC PIPES AND SERVICE CONNECTION SHIFTING IN OLD MUNCIPAL AREAS OF KOLLAM MUNCIPAL CORPORATION
2026_KWA_841135_1
T No.39/2025-26/SE/Q
Open Tender
Civil Works - Water Works
Item Rate
90 days
Kollam Corporation
As per tender conditions
6 documents required · 6 mandatory
₹2,760
₹50,000
21 Jun 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
26 Feb 2026 - 6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Supply of materials | |||||
| 1.001 | 100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia. | - | metre | - | - |
| 1.002 | OD235215/2025-2026:Cost of PVC specials (Bends ,tee, coupler,Tail pieces,end caps,Solvents cement, etc | - | L.S | - | - |
| 2LAYING | |||||
| 2.001 | 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. | - | metre | - | - |
| 2.002 | 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) | - | cum | - | - |
| 2.003 | 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 | - | sqm | - | - |
| 2.004 | 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. | 1 | cum | - | - |
| 2.005 | 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. | - | metre | - | - |
| 2.006 | 100.9.11: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. | - | metre | - | - |
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