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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.1 LAccepted-AOC 77 KAILASH PURI BIKANER RAJASTHAN PIN 334001 | BIKANER | BIKANER | RAJASTHAN | 334001 | L1 | Accepted-AOC Being lowest quoted bidder | |
| 2 | L2₹39.2 L+₹1.1 L (2.83%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | Beenu Co. Company L1 | YOGESH ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil, complete all as specified and directed. | 53 | sqm | 18 ₹954 Lowest | 20 ₹1,060 |
| 2.00 | Excavating in trenches in hard/dense soil, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed | 78.9 | cum | 219 ₹17,279.1 | 180 ₹14,202 Lowest |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed | 42.95 | cum | 35 ₹1,503.25 Lowest | 35 ₹1,503.25 Lowest |
| 4.00 | Removing excavated soil exc. 1.5km but n exc. 5 km and depositing where directed at a level n.exc 1.5m above the starting point, complete all as specified and directed. | 35.95 | cum | 45 ₹1,617.75 Lowest | 100 ₹3,595 |
| 5.00 | M& L for treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area, complete all as specified and directed. | 17.95 | sqm | 45 ₹807.75 Lowest | 80 ₹1,436 |
| 6.00 | M&L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured), complete all as specified and directed. | 12.2 | sqm | 74 ₹902.8 Lowest | 100 ₹1,220 |
| 7.00 | M&L for treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface with ATT, complete all as specified and directed. | 6.75 | sqm | 55 ₹371.25 Lowest | 90 ₹607.5 |
| 8.00 | M&L cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) as in sub base / sub-floor below footing or foundation, plinth beam complete all as specified and directed. | 0.51 | cum | 2,200 ₹1,122 Lowest | 3,500 ₹1,785 |
| 9.00 | Demolition of RCC of any description and in any position not other wise specially provided for (reinforcement cut as required to facilitate demolition ) complete all as specified & directed. | 2.54 | Cum | 450 ₹1,143 | 400 ₹1,016 Lowest |
| 10.00 | M&L for providing Reinforced Cement Concrete (1:1.5:3) type B1 using 20 mm graded stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 2.5 | cum | 5,900 ₹14,750 Lowest | 7,000 ₹17,500 |
Tender Value
₹43.7 L
EMD Value
₹87,500
Closing Date
20 Jul 2026, 6:00 pmClosed
GE AF NAL
GE (AF) NAL
As mentioned and described in BOQ
2026_MES_774057_1
GE (AF) NAL/T-38/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE AF NAL
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE AF NAL
₹87,500
Yes
25 Sept 2026
22 Jun 2026
22 Jul 2026
22 Jun 2026
20 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil, complete all as specified and directed. | 53 | sqm | 1.25 | ₹66.25 |
| 2 | Excavating in trenches in hard/dense soil, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed | 78.9 | cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed | 42.95 | cum | 100 | ₹4,295 |
| 4 | Removing excavated soil exc. 1.5km but n exc. 5 km and depositing where directed at a level n.exc 1.5m above the starting point, complete all as specified and directed. | 35.95 | cum | 53 | ₹1,905.35 |
| 5 | M& L for treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area, complete all as specified and directed. | 17.95 | sqm | 10 | ₹179.5 |
| 6 | M&L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured), complete all as specified and directed. | 12.2 | sqm | 22 | ₹268.4 |
| 7 | M&L for treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface with ATT, complete all as specified and directed. | 6.75 | sqm | - | - |
| 8 | M&L cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) as in sub base / sub-floor below footing or foundation, plinth beam complete all as specified and directed. | 0.51 | cum | 10 | ₹5.1 |
| 9 | Demolition of RCC of any description and in any position not other wise specially provided for (reinforcement cut as required to facilitate demolition ) complete all as specified & directed. | 2.54 | Cum | 22 | ₹55.88 |
| 10 | M&L for providing Reinforced Cement Concrete (1:1.5:3) type B1 using 20 mm graded stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 2.5 | cum | - | - |
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