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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAccepted-AOC | L1 | Accepted-AOC Responsive | |
| 2 | L2₹30.0 L+₹21,560 (0.72%)Rejected-Finance | L2 | Rejected-Finance Not Responsive |
| Sl No | Description | Qty | Unit | K SEKAR L2 | A.Deivendran L1 |
|---|---|---|---|---|---|
| 1.01 | Earth work excavation and depositing on bank with initial leadof 10 m and lift of 2 M in narrow trenches having bed width1.25m & below for laying of pipes for water supplyand
sewerage works in the following type of soils as directed byDepartmental officers | 1,001 | M3 | 180 ₹1,80,180 | 173.5 ₹1,73,673.5 Lowest |
| 2.01 | Supply and delivery of D.I Pipes, specials including cost and conveyance of materials and all labour charges etc., complete as per standard specification.150mm D.I K7 | 1,001 | RM | 1,935 ₹19,36,935 | 1,932 ₹19,33,932 Lowest |
| 2.02 | 150mm D.I bend | 100 | Kg | 150 ₹15,000 | 146.5 ₹14,650 Lowest |
| 2.03 | 150mm D.I Tee | 130 | Kg | 150 ₹19,500 | 146.5 ₹19,045 Lowest |
| 2.04 | 150mm Sluice Valve | 5 | No | 10,400 ₹52,000 | 10,318 ₹51,590 Lowest |
| 2.05 | 150mm flanged spigot | 140 | Kg | 150 ₹21,000 | 147.5 ₹20,650 Lowest |
| 2.06 | 150 mm c.i.d Joint | 10 | No | 940 ₹9,400 | 937 ₹9,370 Lowest |
| 3.01 | Lowering of D.I Pipes and specials in the trenches and laying to proper grade andalignment and as directed by the Departmental Officers.150mm D.I K7 | 1,001 | Rm | 38 ₹38,038 | 35.5 ₹35,535.5 Lowest |
| 4.01 | Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of
lubricants. (including cost of jointing materials) | 220 | No | 85 ₹18,700 | 82 ₹18,040 Lowest |
| 5.01 | Testing of pipes for water supply with hydraulic testing equipment by filling with water (including cost of water) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete for the following diametres of pipes. 150mm D.I K7 | 1,001 | Rm | 108 ₹1,08,108 | 106.5 ₹1,06,606.5 Lowest |
Tender Value
₹31 L
EMD Value
₹31,000
Closing Date
26 Feb 2026, 3:00 pmClosed
THE COMMISSIONER, GUDALUR MUNICIPALITY OFFICE
THE COMMISSIONER, GUDALUR MUNICIPALITY OFFICE
15CFC-2024-25 Providing New Feeder main and valve arrangements in ward no 19,OHT
2026_MAWS_655386_1
545/2024/E1
Open Tender
Civil Works - Water Works
Item Rate
90 days
GUDALUR MUNICIPALITY OFFICE
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹31,000
24 Mar 2026
11 Feb 2026
26 Feb 2026
11 Feb 2026
26 Feb 2026
11 Feb 2026
Earth work excavation and depositing on bank with initial leadof 10 m and lift of 2 M in narrow trenches having bed width1.25m & below for laying of pipes for water supplyand sewerage works in the following type of soils as directed byDepartmental officers
Supply and delivery of D.I Pipes, specials including cost and conveyance of materials and all labour charges etc., complete as per standard specification.150mm D.I K7
150mm D.I bend
150mm D.I Tee
150mm Sluice Valve
150mm flanged spigot
150 mm c.i.d Joint
Lowering of D.I Pipes and specials in the trenches and laying to proper grade andalignment and as directed by the Departmental Officers.150mm D.I 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)
Testing of pipes for water supply with hydraulic testing equipment by filling with water (including cost of water) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete for the following diametres of pipes. 150mm D.I K7
Refilling with excavated soil for Pipe Line Work including Labour charges etc., Complete as per standard specification.
Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus-stand and in the Highways etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia. and 1.80m height) vertical with orizontal poles in two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles and fixing 75mm dia. reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by The Departmental officers.
Provision for GST 18%
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