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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.0 LAccepted-AOC | L1 | Accepted-AOC Accepted due to lowest rate quoted | |
| 2 | L2₹46.2 L+₹27,026.60 (0.59%)Rejected-Finance | L2 | Rejected-Finance Rejected due to highest rate quoted | |
| 3 | L3₹46.3 L+₹28,001.60 (0.61%)Rejected-Finance | L3 | Rejected-Finance Rejected due to highest rate quoted | |
| 4 | L4₹46.5 L+₹51,422.60 (1.12%)Rejected-Finance H NO 90 VILLAGE REWLA KHANPUR PO NAJAFGARH NEW DELHI 110043 | NEW DELHI | WEST DELHI | DELHI | 110043 | L4 | Rejected-Finance Rejected due to highest rate quoted | |
| 5 | L5₹46.5 L+₹54,736.60 (1.19%)Rejected-Finance | L5 | Rejected-Finance Rejected due to highest rate quoted |
| Sl No | Description | Qty | Unit | akhil enterprises L8 | Tanveer Associates L5 | M/s.sagar enterprises L2 | Ish Engineers and Contractors L4 | KISHAN SINGH AND CO L7 | ARE ESS ENGINEERING SERVICES L1 | RIZCON L6 | Mohd Talha L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M & L Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/disintegrated rock, complete all specified and directed by Engr-in-Charge. | 754 | Square Metre | 30 ₹22,620 Lowest | 40 ₹30,160 | 50 ₹37,700 | 100 ₹75,400 | 40 ₹30,160 | 30 ₹22,620 Lowest | 40 ₹30,160 | 50 ₹37,700 |
| 2.00 | Excavating in trenches, 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 soft/Disintegrtated rock complete all as specified. | 51 | Cum | 1,000 ₹51,000 | 830 ₹42,330 | 400 ₹20,400 | 200 ₹10,200 Lowest | 830 ₹42,330 | 400 ₹20,400 | 830 ₹42,330 | 1,150 ₹58,650 |
| 3.00 | Removing excavated material to distance not exc 50 metre and depositing where directed at a level n.exc 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-Charge | 128.5 | Cubic Metre | 200 ₹25,700 | 110 ₹14,135 | 100 ₹12,850 Lowest | 100 ₹12,850 Lowest | 110 ₹14,135 | 100 ₹12,850 Lowest | 110 ₹14,135 | 250 ₹32,125 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick with soil etc complete all as specified. | 35 | Cubic Metre | 50 ₹1,750 Lowest | 110 ₹3,850 | 250 ₹8,750 | 50 ₹1,750 Lowest | 110 ₹3,850 | 100 ₹3,500 | 110 ₹3,850 | 250 ₹8,750 |
| 5.00 | M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation, filling & mass concrete, sub base complete all as specified. | 4.5 | Cubic Metre | 2,800 ₹12,600 Lowest | 2,830 ₹12,735 | 4,500 ₹20,250 | 3,000 ₹13,500 | 2,830 ₹12,735 | 2,800 ₹12,600 Lowest | 2,830 ₹12,735 | 4,000 ₹18,000 |
| 6.00 | M&L for providing reinforced cement concrete 1:2:4 nominal mix 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. | 4 | Cubic Metre | 6,200 ₹24,800 | 6,500 ₹26,000 | 7,500 ₹30,000 | 5,000 ₹20,000 Lowest | 6,500 ₹26,000 | 6,000 ₹24,000 | 6,500 ₹26,000 | 7,000 ₹28,000 |
| 7.00 | Use and removal of steel 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, vertical or to batter for rough finished surfaces complete all as specified and as directed. | 46 | Square Metre | 400 ₹18,400 Lowest | 400 ₹18,400 Lowest | 500 ₹23,000 | 500 ₹23,000 | 400 ₹18,400 Lowest | 500 ₹23,000 | 400 ₹18,400 Lowest | 900 ₹41,400 |
| 8.00 | M&L for providing reinforced cement concrete 1:2:4 nominal mix using 20 mm graded stone aggregates as in Columns, pillars, piers, posts and struts complete all as specified. | 5.4 | Cubic Metre | 6,200 ₹33,480 | 6,500 ₹35,100 | 7,500 ₹40,500 | 5,000 ₹27,000 Lowest | 6,500 ₹35,100 | 6,000 ₹32,400 | 6,500 ₹35,100 | 7,000 ₹37,800 |
| 9.00 | Use and removal of steel formwork to sides of pillars, posts, struts, piers, columns and stanchions of any shape / cross section for rough finished surfaces of concrete complete all as specified and as directed. | 58 | Square Metre | 400 ₹23,200 Lowest | 400 ₹23,200 Lowest | 500 ₹29,000 | 500 ₹29,000 | 400 ₹23,200 Lowest | 500 ₹29,000 | 400 ₹23,200 Lowest | 900 ₹52,200 |
| 10.00 | M&L for providing reinforced cement concrete 1:2:4 nominal mix using 20 mm graded stone aggregates as in Beams, cantilevers, bressummers, lintel over 1.5 span complete all as specified. | 3.8 | Cubic Metre | 6,200 ₹23,560 | 6,500 ₹24,700 | 7,500 ₹28,500 | 6,000 ₹22,800 Lowest | 6,500 ₹24,700 | 6,000 ₹22,800 Lowest | 6,500 ₹24,700 | 7,000 ₹26,600 |
Tender Value
₹46.3 L
EMD Value
₹93,000
Closing Date
21 Feb 2026, 6:00 pmClosed
GE (AF) GURGAON
GE (AF) GURGAON
CONSTRUCTION OF TOILETS AT CERTAIN LOCATIONS AT AF STN ARJANGARH / PROVN OF WASHROOM AT BLDG NO 128 AT 25 WG/ PROVN OF FOOTPATH AT DOMESTIC AREA AT AFS NARELA UNDER GE (AF) GURGAON
2026_MES_746907_2
GE/GUR-/NIT-115/2025-26
Open Tender
Civil Works
Item Rate
240 days
GE (AF) GURGAON
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) GURGAON
₹93,000
Yes
18 Mar 2026
7 Feb 2026
23 Feb 2026
7 Feb 2026
21 Feb 2026
14 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M & L Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/disintegrated rock, complete all specified and directed by Engr-in-Charge. | 754 | Square Metre | - | - |
| 2 | Excavating in trenches, 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 soft/Disintegrtated rock complete all as specified. | 51 | Cum | - | - |
| 3 | Removing excavated material to distance not exc 50 metre and depositing where directed at a level n.exc 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-Charge | 128.5 | Cubic Metre | - | - |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick with soil etc complete all as specified. | 35 | Cubic Metre | - | - |
| 5 | M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation, filling & mass concrete, sub base complete all as specified. | 4.5 | Cubic Metre | - | - |
| 6 | M&L for providing reinforced cement concrete 1:2:4 nominal mix 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. | 4 | Cubic Metre | - | - |
| 7 | Use and removal of steel 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, vertical or to batter for rough finished surfaces complete all as specified and as directed. | 46 | Square Metre | - | - |
| 8 | M&L for providing reinforced cement concrete 1:2:4 nominal mix using 20 mm graded stone aggregates as in Columns, pillars, piers, posts and struts complete all as specified. | 5.4 | Cubic Metre | - | - |
| 9 | Use and removal of steel formwork to sides of pillars, posts, struts, piers, columns and stanchions of any shape / cross section for rough finished surfaces of concrete complete all as specified and as directed. | 58 | Square Metre | - | - |
| 10 | M&L for providing reinforced cement concrete 1:2:4 nominal mix using 20 mm graded stone aggregates as in Beams, cantilevers, bressummers, lintel over 1.5 span complete all as specified. | 3.8 | Cubic Metre | - | - |
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