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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-AOC | ₹1.1 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.1 LRejected-AOC | ₹1.1 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | Karupparaja T H2 | S BALKEES BEEVI CONTRACTOR H1 |
|---|---|---|---|---|---|
| 1.01 | Removing of Existing 83mm Paver block including cost of all labour charges for disposal from site | 61.2 | sqm | 105.1 ₹6,432.12 | 107 ₹6,548.40 |
| 1.02 | 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 | 102 | RM | 194 ₹19,788 | 200 ₹20,400 |
| 1.03Supplyof Materials | |||||
| 1.04 | 90 mm Pvc pipe | 102 | RM | 142 ₹14,484 | 150 ₹15,300 |
| 1.05 | 90 mm Pvc coupling | 5 | No | 34 ₹170 | 35 ₹175 |
| 1.06 | 90 mm Pvc Elbow | 5 | No | 104 ₹520 | 105 ₹525 |
| 1.07 | 90 mm Pvc tee | 5 | No | 96 ₹480 | 100 ₹500 |
| 1.08 | 90 mm Pvc bend | 5 | No | 56 ₹280 | 56 ₹280 |
| 1.09 | 90 mm Pvc End cap | 1 | No | 107 ₹107 | 107 ₹107 |
| 1.10 | 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. | 102 | RM | 22 ₹2,244 | 22 ₹2,244 |
Updated dates
Tender Value
₹1.4 L
EMD Value
₹1,350
Closing Date
30 Jan 2026, 3:00 pmClosed
Sivakasi Corporation Commissioner
Sivakasi Corporation Office Rathinam Nagar Sivakasi
Providing pipe line arrangements at ward no 26 Oil mill colony in Sivakasi City Municipal Corporation
2026_MAWS_646238_7
3001/2025/E1
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
30 days
sivakasi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1,350
Yes
19 May 2026
23 Jan 2026
30 Jan 2026
23 Jan 2026
30 Jan 2026
23 Jan 2026
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,.
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