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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹24.0 L+₹4.9 L (26.0%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹26.0 L+₹7.0 L (36.6%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s H V Infra Projects L3 | AJIT ENTERPRISES L2 | CREATIVE CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches in Soft Disintegrated Rocks, 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 | 50 | Cum | 1,711 ₹85,550 | 650 ₹32,500 Lowest | 1,466 ₹73,300 |
| 2.00 | Ditto as in Item Above but depth Exceeding 1.50 Mtr | 3.5 | Cum | 1,900 ₹6,650 | 1,250 ₹4,375 | 400 ₹1,400 Lowest |
| 3.00 | Cement concrete of Type D2 1:4:8 (40mm Graded Aggregate) in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge | 3.5 | Cum | 3,700 ₹12,950 | 2,800 ₹9,800 Lowest | 3,600 ₹12,600 |
| 4.00 | Reinforced cement concrete (design mix) of M-25 Grade (20 mm Graded Aggregate) 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 as direected by Engineer in Charge | 13.5 | Cum | 6,211 ₹83,848.5 | 5,800 ₹78,300 | 4,600 ₹62,100 Lowest |
| 5.00 | Reinforced cement concrete (design mix) of M-25 Grade (20 mm Graded Aggregate) as in Columns, pillars, piers, posts and struts complete all as specified and as direected by Engineer in Charge | 2 | Cum | 6,400 ₹12,800 | 5,800 ₹11,600 | 4,600 ₹9,200 Lowest |
| 6.00 | Reinforced cement concrete (design mix) of M-25 Grade (20 mm Graded Aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as direected by Engineer in Charge | 4 | Cum | 6,400 ₹25,600 | 5,800 ₹23,200 | 4,600 ₹18,400 Lowest |
| 7.00 | Reinforced cement concrete (design mix) of M-25 Grade (20 mm Graded Aggregate) as in Chullah hoods; stairways (except spiral staircases) including steps (square or spandril), string pieces, carriages, etc., complete, any section straight or winding, but excluding landings complete all as specified and as directed by Engineer in Charge | 2.5 | Cum | 6,400 ₹16,000 | 5,800 ₹14,500 | 4,600 ₹11,500 Lowest |
| 8.00 | Material and Labour to Fair Finished 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 complete all as specified and as directed by Engineer-in-Charge | 32 | Sqm | 370 ₹11,840 Lowest | 450 ₹14,400 | 450 ₹14,400 |
| 9.00 | Material and Labour to Fair Finished Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) → complete all as specified and as directed by Engineer-in-Charge | 19 | Sqm | 460 ₹8,740 | 450 ₹8,550 | 400 ₹7,600 Lowest |
| 10.00 | Material and Labour to Fair Finished Formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and as directed by Engineer-in-Charge | 28 | Sqm | 370 ₹10,360 Lowest | 450 ₹12,600 | 400 ₹11,200 |
Tender Value
₹24.0 L
EMD Value
₹48,500
Closing Date
9 Jul 2026, 6:00 pmClosed
Shri Ankit Goyal, IDSE
GE Dronachal, Dronachal Top, Neori Hills, Bhopal 462038
Class-E, Category a (i) and as per NIT documents
2026_MES_771724_1
8114/E8
Open Tender
Civil Works
Item Rate
120 days
Bhopal
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE Dronachal
₹48,500
Yes
14 Jul 2026
12 Jun 2026
11 Jul 2026
12 Jun 2026
9 Jul 2026
25 Jun 2026
12 Jun 2026 - 19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches in Soft Disintegrated Rocks, 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 | 50 | Cum | - | - |
| 2 | Ditto as in Item Above but depth Exceeding 1.50 Mtr | 3.5 | Cum | - | - |
| 3 | Cement concrete of Type D2 1:4:8 (40mm Graded Aggregate) in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge | 3.5 | Cum | - | - |
| 4 | Reinforced cement concrete (design mix) of M-25 Grade (20 mm Graded Aggregate) 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 as direected by Engineer in Charge | 13.5 | Cum | - | - |
| 5 | Reinforced cement concrete (design mix) of M-25 Grade (20 mm Graded Aggregate) as in Columns, pillars, piers, posts and struts complete all as specified and as direected by Engineer in Charge | 2 | Cum | - | - |
| 6 | Reinforced cement concrete (design mix) of M-25 Grade (20 mm Graded Aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as direected by Engineer in Charge | 4 | Cum | - | - |
| 7 | Reinforced cement concrete (design mix) of M-25 Grade (20 mm Graded Aggregate) as in Chullah hoods; stairways (except spiral staircases) including steps (square or spandril), string pieces, carriages, etc., complete, any section straight or winding, but excluding landings complete all as specified and as directed by Engineer in Charge | 2.5 | Cum | - | - |
| 8 | Material and Labour to Fair Finished 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 complete all as specified and as directed by Engineer-in-Charge | 32 | Sqm | - | - |
| 9 | Material and Labour to Fair Finished Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) → complete all as specified and as directed by Engineer-in-Charge | 19 | Sqm | - | - |
| 10 | Material and Labour to Fair Finished Formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and as directed by Engineer-in-Charge | 28 | Sqm | - | - |
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