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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC | ₹6.5 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹6.5 LRejected-AOC | ₹6.5 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | M MAHESWARAN H2 | RAVIRAJ CONSTRUCTION H1 |
|---|---|---|---|---|---|
| 1.01 | Charges for conducting Geophysical Survey to locate for favourable point for drilling 6 ½" dia borewell | 1 | No | 3,000 ₹3,000 | 3,010 ₹3,010 |
| 1.02 | Providing 6" dia borewell in hard rock area including all accessories etc., complete as per standard specifications. | 150 | RM | 295 ₹44,250 | 300 ₹45,000 |
| 1.03Supply and delivery of PVC and GI Specials as Per Standard Specification Asper TWAD P.No. 37 (5.1B) | |||||
| 1.04 | 63 mm PVC Pipe 6 KG/ CM2 | 102 | RM | 99.4 ₹10,138.80 | 100 ₹10,200 |
| 1.05 | 25mm GI pipe | 36 | RM | 234.3 ₹8,434.80 | 235 ₹8,460 |
| 1.06 | 63mm Pvc coupling | 10 | Nos. | 14 ₹140 | 15 ₹150 |
| 1.07 | 63mm Pvc Elbow | 5 | Nos. | 44 ₹220 | 45 ₹225 |
| 1.08 | 63mm Pvc tee | 3 | No | 54 ₹162 | 55 ₹165 |
| 1.09 | 32 mm G.I. Elbow | 10 | Nos. | 101 ₹1,010 | 102 ₹1,020 |
| 1.10 | 50 mm G.I. Tee | 5 | Nos. | 265 ₹1,325 | 266 ₹1,330 |
Tender Value
₹8 L
EMD Value
₹8,000
Closing Date
20 Jan 2026, 3:00 pmClosed
Sivakasi Corporation Commissioner
Sivakasi Corporation Office Rathinam Nagar Sivakasii
Providing New Bore well and paver block arrangements to the UHSC at standard colony ward 02 in Sivakasi City Municipal Corporation
2026_MAWS_644299_5
3001/2025/E1
Open Tender
Civil Works
30 days
sivakasi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹8,000
Yes
14 May 2026
17 Jan 2026
20 Jan 2026
17 Jan 2026
20 Jan 2026
17 Jan 2026
Charges for conducting Geophysical Survey to locate for favourable point for drilling 6 ½" dia borewell
Providing 6" dia borewell in hard rock area including all accessories etc., complete as per standard specifications.
Supply and delivery of PVC and GI Specials as Per Standard Specification Asper TWAD P.No. 37 (5.1B)
63 mm PVC Pipe 6 KG/ CM2
25mm GI pipe
63mm Pvc coupling
63mm Pvc Elbow
63mm Pvc tee
32 mm G.I. Elbow
50 mm G.I. Tee
50 mm Gate valve
50 mm HDPE Hose
Eart work excavation for 63mm pvc pipes as director by the departmental officers complete as per standard specification.
Lowering of 63 mm Pvc Pipes as per proper gradient in to earth work trenches as directed by the departmental officers complete as per standard specification
Refilling the Excavated trenches after laying of 63mm pvc pipes complete as per standard specification.
Supply and run of 4.0 sq.mm PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE The above cable should be adopted for Bore well submersible pumpsets only
Supply of THREE PHASE SUBMERSIBLE PUMPSET SUITABLE FOR 150 MM DIA BOREWELL of lpm against 50 X 50x125 meter head as per ISI foot valve arrangements with 30 mm G.I.Pipe 6m with 2 M.S. Union and all accessories etc.,complete as per standard specifications.
Supply and delivery of direct online starter confirming to IS13947, IEC60947-1 and as amended thereafter with suitable KW rating for operation in AC/Three Phase/50HZ(± 5%) and 415 V(±10%) including Ammeter, Voltmeter, Thermal Overload relay, 16 Amps 2 pole Magnetic Contactor with under Voltage protection, Indication lamp, starting capacitor, running capacitor and On/Off Push button switches, 5 way connector, wiring with 1 sq. mm/1.5 sq. mm copper PVC insulated cable, powder coated vermin proof box including the capacitor (the cost of capacitor is to be taken separately). 3 HP
Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days.
Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 83mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.
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