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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC | ₹2.4 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹2.4 LRejected-AOC | ₹2.4 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | SRI VINAYAGA MURUGAN CONSTRUCTIONS H1 | D MUTHIAH H2 |
|---|---|---|---|---|---|
| 1.01 | Charges for conducting Geophysical Survey to locate for favourable point for drilling 6 ½" dia borewell | 1 | No | 3,060 ₹3,060 | 2,999.4 ₹2,999.40 |
| 1.02 | Providing 6" dia borewell in hard rock area including all accessories etc., complete as per standard specifications. | 150 | RM | 301 ₹45,150 | 294.94 ₹44,241 |
| 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 | 60 | RM | 75 ₹4,500 | 73.59 ₹4,415.40 |
| 1.05 | 25mm GI pipe | 12 | Rm | 239 ₹2,868 | 234.35 ₹2,812.20 |
| 1.06 | 50mm GI pipe | 12 | Rm | 474 ₹5,688 | 464.21 ₹5,570.52 |
| 1.07 | 63mm Pvc coupling | 5 | Nos. | 14 ₹70 | 14.1 ₹70.50 |
| 1.08 | 63mm Pvc Elbow | 5 | Nos. | 45 ₹225 | 44.49 ₹222.45 |
| 1.09 | 63mm Pvc tee | 4 | No | 56 ₹224 | 54.69 ₹218.76 |
| 1.10 | 32 mm G.I. Elbow | 5 | No | 104 ₹520 | 101.88 ₹509.40 |
Tender Value
₹3 L
EMD Value
₹3,000
Closing Date
28 Jan 2026, 3:00 pmClosed
Sivakasi Corporation Commissioner
Sivakasi Corporation Office Rathinam Nagar Sivakasi
Providing New Bore well at ward no 27 anganvaadi in Sivakasi City Municipal Corporation
2026_MAWS_645881_35
3001/2025/E1
Open Tender
Civil Works
30 days
sivakasi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹3,000
Yes
4 May 2026
27 Jan 2026
28 Jan 2026
27 Jan 2026
28 Jan 2026
27 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
50mm 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
Supply and delivery and fixing of HDPE tank as per IS 12701 / 1996 including loading, unloading, transportation and labour charges for fixing of the GI pipes and specials for pipe connection works including cutting, threading and fixing charges etc 1000 litre
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.
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches for laying of pipes for water supply in the following type of soils as directed by Departmental officers b Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil complete etc..,
Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
Plain cement concrete 1:4:8 (One cement four sand and eight aggregate) using 40mmH.B.G.metal for foundation and flooring including dewatering if 'necessary and laid inlayer of not more than 15 cm thick complying with standard specification.
Brick work in cement mortar 1:5 (One cement and Five sand) using country bricks of size 8 ¾" x 4¼"x2¼ " including cost and conveyance of allmaterials to site and all other labour charges and incidential charges etc., complete complying with standards specifications.
Plastering with cement mortar (1:5) 12mm ,thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications (S.I.306)
Supplying and filling the basement with Good Earth filling in layers of not more than 15cm thick well rammed watered and compacted - etc., complete complying with standard specification.
Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification.
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