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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹44.9 LAccepted-AOC | ₹44.9 L | 1 | Accepted-AOC Selected |
| 2 | 2₹45.2 LRejected-AOC 5 5 313A S D LAYOUT TIRUPATHI ANDHRA PRADESH | TIRUPATHI | ANDHRA PRADESH | ₹45.2 L | 2 | Rejected-AOC Not Selected |
| 3 | 3₹49.8 LRejected-AOC | ₹49.8 L | 3 | Rejected-AOC Not Selected |
| Sl No | Description | Qty | Unit | SS Constructions L1 | M/s Ujwala Infratech (India) Pvt Ltd L2 | JAYARAJ K L3 |
|---|---|---|---|---|---|---|
| 1.00 | Anchorage Drilling of borewells of size 4" to 5" dia. in Sedimentary formation using hand boresets including insertion of casing pipes and removal of casing pipes etc., including supplying and packing of pebbles and conveyance of hand Boreset including loading and unloading WD-W0764 | 90 | Mtr | 1,165.7 ₹1.0 L | 1,165.71 ₹1.0 L | 1,282.28 ₹1.2 L |
| 2.00 | Supply and fixing of PVC Pipe (Medium) AS PER IS 1239/PART I/2004 (100mm) WD-M0004 | 90 | Mtr | 142.6 ₹12,834 | 142.6 ₹12,834 | 156.86 ₹14,117.40 |
| 3.00 | supply and fixing of MS Clamp set WD-M0617 | 15 | No | 734.8 ₹11,022 | 1,076.6 ₹16,149 | 1,184.26 ₹17,763.90 |
| 4.00 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers | 1 | m3 | 6,500 ₹6,500 | 6,897.05 ₹6,897.05 | 7,586.76 ₹7,586.76 |
| 5.00 | Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers. Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil. WD-W0664 150mm D.I. Class K7 (174.00+35.08) | 2,000 | Mtr | 204.5 ₹4.1 L | 209.08 ₹4.2 L | 229.99 ₹4.6 L |
| 6.00 | Supplying and conveying to site, the following sizes DI class K7 pipes confirming to IS:4984/1995, as specified in Technical Specifications in standard lengths including labour charges for loading, unloading and stacking at site and transportation charges etc., complete as per standard specifications and as directed by the Engineer in Charge 150mm D.I. Class K7 WD-M0621 | 2,000 | Mtr | 1,926 ₹38.5 L | 1,932.6 ₹38.7 L | 2,125.86 ₹42.5 L |
| 7.00 | Lowering DI pipes and specials to trench and laying to proper grade and alignment and as directed by the Department Officers WD-W0247 150mm D.I. Class K7 | 2,000 | Mtr | 35 ₹70,000 | 35.6 ₹71,200 | 39.16 ₹78,320 |
| 8.00 | Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials). WD-W0310 150mm D.I. Class K7 | 334 | No | 80 ₹26,720 | 82.2 ₹27,454.80 | 90.42 ₹30,200.28 |
Tender Value
₹55 L
EMD Value
₹55,000
Closing Date
20 Jan 2026, 3:00 pmClosed
Commissioner Thirupathur Municipality
Thirupathur Municipality
Providing 150mm DI Pipe linewith Anchorage for Infiltration Well to Sump at Ambalur Headworks to Tirupathur Municipality
2026_MAWS_641404_1
1151/2025/E1
Open Tender
Civil Works - Water Works
90 days
Thirupathur Municipality
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹55,000
Yes
20 Feb 2026
10 Jan 2026
20 Jan 2026
10 Jan 2026
20 Jan 2026
10 Jan 2026
Anchorage Drilling of borewells of size 4" to 5" dia. in Sedimentary formation using hand boresets including insertion of casing pipes and removal of casing pipes etc., including supplying and packing of pebbles and conveyance of hand Boreset including loading and unloading WD-W0764
Supply and fixing of PVC Pipe (Medium) AS PER IS 1239/PART I/2004 (100mm) WD-M0004
supply and fixing of MS Clamp set WD-M0617
Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers. Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil. WD-W0664 150mm D.I. Class K7 (174.00+35.08)
Supplying and conveying to site, the following sizes DI class K7 pipes confirming to IS:4984/1995, as specified in Technical Specifications in standard lengths including labour charges for loading, unloading and stacking at site and transportation charges etc., complete as per standard specifications and as directed by the Engineer in Charge 150mm D.I. Class K7 WD-M0621
Lowering DI pipes and specials to trench and laying to proper grade and alignment and as directed by the Department Officers WD-W0247 150mm D.I. Class K7
Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials). WD-W0310 150mm D.I. Class K7
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