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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H2₹84,674.07Accepted-Finance | ₹84,674.07 | H2 | Accepted-Finance lowest amount |
| 2 | H1₹95,264Rejected-Finance | ₹95,264 | H1 | Rejected-Finance highest amount |
| Sl No | Description | Qty | Unit | S Pandimurugan H2 | MOHANA CONSTRUCTIONS H1 |
|---|---|---|---|---|---|
| 1.01 | Labour for cutting open road for laying water mains or sewer.B.T. Roads (or) Maccadam road | 0.72 | cum | 928 ₹668.16 | 950 ₹684 |
| 1.02 | Removing of Existing 83mm Paver block including cost of all labour charges for disposal from site | 37.8 | cum | 105 ₹3,969 | 200 ₹7,560 |
| 1.03 | 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 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 as Directed by the Departmental officers | 78 | RM | 194 ₹15,132 | 200 ₹15,600 |
| 1.04Supplyof Materials | |||||
| 1.05 | 90 mm Pvc pipe | 78 | RM | 142 ₹11,076 | 150 ₹11,700 |
| 1.06 | 90 mm Pvc coupling | 5 | No | 34 ₹170 | 35 ₹175 |
| 1.07 | 90 mm Pvc Elbow | 5 | No | 104 ₹520 | 150 ₹750 |
| 1.08 | 90 mm Pvc tee | 5 | No | 96 ₹480 | 100 ₹500 |
| 1.09 | 90 mm Pvc bend | 5 | No | 56 ₹280 | 60 ₹300 |
| 1.10 | 90 mm Pvc End cap | 1 | No | 107 ₹107 | 110 ₹110 |
Tender Value
₹1.1 L
EMD Value
₹1,100
Closing Date
5 Mar 2026, 3:00 pmClosed
Commissioner
Rathinam Nagar, Sivakasi Corporation
Providing pipe line arrangements at ward no 31 Ganagiri Road in Sivakasi City Municipal Corporation
2026_MAWS_665885_4
3001/2025/E1
Open Tender
Civil Works - Water Works
Sivakasi Corporation
Please refer tender document
2 documents required · 2 mandatory
₹0
₹1,100
Yes
26 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
Labour for cutting open road for laying water mains or sewer.B.T. Roads (or) Maccadam road
Removing of Existing 83mm Paver block including cost of all labour charges for disposal from site
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 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 as Directed by the Departmental officers
Supplyof Materials
90 mm Pvc pipe
90 mm Pvc coupling
90 mm Pvc Elbow
90 mm Pvc tee
90 mm Pvc bend
90 mm Pvc End cap
Lowering PVC Pipes and Specials in the trenches and laying to proper grade and alignment, Joining with GI Specials and as directed by the TWAD Officers.
Refilling the Excavated trenches after laying of 110 mm PVC Pipe Complete as per standard Specification
Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
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,. old
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
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