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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.3 LAccepted-AOC | ₹43.3 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹58.1 L+₹14.9 L (34.3%)Rejected-Finance | ₹58.1 L+₹14.9 L (34.3%) | L2 | Rejected-Finance Other than L1 bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not enlisted in approprite category |
| Sl No | Description | Qty | Unit | SWASTIK INFRA L2 | VIBGYOR ENGINEERING & SERVICES PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | (B/R-ITEMS)
Surface excavation not exc 30 cm and averaging 15 cm deep and getting out in any type of soil, all as specified. | 18 | Sqm | 220 ₹3,960 | 100 ₹1,800 Lowest |
| 2.00 | Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in any type of soil as directed. | 13 | Cum | 190 ₹2,470 Lowest | 280 ₹3,640 |
| 3.00 | Returning , filling in including in spreading ,leveling,watering and well raamming in layers.n exc 25 cm as specified. | 5 | Cum | 190 ₹950 Lowest | 220 ₹1,100 |
| 4.00 | Removing excavated material soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. | 8 | Cum | 190 ₹1,520 | 150 ₹1,200 Lowest |
| 5.00 | M&L for 1:4:8 type D2 (40mm graded aggrage) cement concrete in foundation, filling and mass concrete. | 1 | Cum | 3,850 ₹3,850 Lowest | 6,000 ₹6,000 |
| 6.00 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as directed. | 200 | Kg | 150 ₹30,000 | 85 ₹17,000 Lowest |
| 7.00 | M&L for mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as directed. | 90 | Kg | 150 ₹13,500 | 90 ₹8,100 Lowest |
| 8.00 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work, flat and rough finished surfaces of concrete; vertical or to batter. | 10 | Sqm | 650 ₹6,500 | 300 ₹3,000 Lowest |
| 9.00 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc, flat and rough finished surfaces of concrete. | 8 | Sqm | 650 ₹5,200 | 420 ₹3,360 Lowest |
| 10.00 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions, of square, rectangular or polygonal shape and rough finished surfaces of concrete. | 13 | Sqm | 650 ₹8,450 | 350 ₹4,550 Lowest |
Tender Value
₹44.7 L
EMD Value
₹89,476
Closing Date
7 May 2026, 6:00 pmClosed
CWE (AF) Jaisalmer
HQ CWE (AF) Jaislmer
PROVN OF EFFLUENT TREATMENT PLANT AT 15 AFH AT AF STN JAISALMER
2025_MES_737508_5
80362
Open Tender
Electrical and Maintenance Works
Item Rate
270 days
GE (AF) Jaisalmer
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) Jaisalmer
₹89,476
13 Aug 2026
16 Apr 2026
8 May 2026
16 Apr 2026
7 May 2026
30 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | (B/R-ITEMS)
Surface excavation not exc 30 cm and averaging 15 cm deep and getting out in any type of soil, all as specified. | - | Sqm | - | - |
| - | Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in any type of soil as directed. | - | Cum | - | - |
| - | Returning , filling in including in spreading ,leveling,watering and well raamming in layers.n exc 25 cm as specified. | - | Cum | - | - |
| - | Removing excavated material soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. | - | Cum | - | - |
| - | M&L for 1:4:8 type D2 (40mm graded aggrage) cement concrete in foundation, filling and mass concrete. | - | Cum | - | - |
| - | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as directed. | - | Kg | - | - |
| - | M&L for mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as directed. | - | Kg | - | - |
| - | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work, flat and rough finished surfaces of concrete; vertical or to batter. | - | Sqm | - | - |
| - | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc, flat and rough finished surfaces of concrete. | - | Sqm | - | - |
| - | Formwork to sides of pillars, posts, struts, piers, columns and stanchions, of square, rectangular or polygonal shape and rough finished surfaces of concrete. | - | Sqm | - | - |
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