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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.2 LAdmitted-Finance | ₹38.2 L | L1 | Admitted-Finance |
| 2 | L2₹39.9 L+₹1.8 L (4.63%)Admitted-Finance CIVIL LINE MATATILA ROAD TALBEHAT DISTT LALITPUR U P | TALBEHAT | LALITPUR | U P | ₹39.9 L+₹1.8 L (4.63%) | L2 | Admitted-Finance |
| 3 | L3₹40.7 L+₹2.5 L (6.67%)Admitted-Finance | ₹40.7 L+₹2.5 L (6.67%) | L3 | Admitted-Finance |
| 4 | L4₹42.9 L+₹4.7 L (12.3%)Admitted-Finance | ₹42.9 L+₹4.7 L (12.3%) | L4 | Admitted-Finance |
| 5 | L5₹44.2 L+₹6.0 L (15.8%)Admitted-Finance | ₹44.2 L+₹6.0 L (15.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R.S BUILDERS L1 | M/S RAKESH TRADERS L4 | HARNAM SINGH ANIL SINGH L2 | AJIT ENTERPRISES L5 | CREATIVE CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|---|
| 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 | 108 | Cum | 249 ₹26,892 Lowest | 650 ₹70,200 | 250 ₹27,000 | 1,350 ₹1,45,800 | 500 ₹54,000 |
| 2.00 | Ditto as in Item Above but depth Exceeding 1.50 Mtr | 7 | Cum | 309 ₹2,163 | 850 ₹5,950 | 300 ₹2,100 Lowest | 1,550 ₹10,850 | 500 ₹3,500 |
| 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 | 7.2 | Cum | 3,509 ₹25,264.8 Lowest | 4,000 ₹28,800 | 4,000 ₹28,800 | 3,600 ₹25,920 | 4,133 ₹29,757.6 |
| 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 | 22.5 | Cum | 6,209 ₹1,39,702.5 | 7,000 ₹1,57,500 | 7,000 ₹1,57,500 | 4,500 ₹1,01,250 Lowest | 6,466 ₹1,45,485 |
| 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 | 8.8 | Cum | 6,209 ₹54,639.2 | 7,000 ₹61,600 | 8,000 ₹70,400 | 4,500 ₹39,600 Lowest | 6,466 ₹56,900.8 |
| 6.00 | 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 | 60 | Sqm | 399 ₹23,940 | 250 ₹15,000 Lowest | 400 ₹24,000 | 450 ₹27,000 | 450 ₹27,000 |
| 7.00 | 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 | 70 | Sqm | 399 ₹27,930 | 250 ₹17,500 Lowest | 450 ₹31,500 | 450 ₹31,500 | 450 ₹31,500 |
| 8.00 | S & F for Mild steel 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 complete all as directed. | 1,002 | Kg | 119 ₹1,19,238 | 90 ₹90,180 Lowest | 98 ₹98,196 | 90 ₹90,180 Lowest | 123 ₹1,23,246 |
| 9.00 | Ditto As above but in Stirrups | 445 | Kg | 119 ₹52,955 | 90 ₹40,050 Lowest | 100 ₹44,500 | 95 ₹42,275 | 125 ₹55,625 |
| 10.00 | Providing and laying GP2 grouting the foundation bolts/pockets, base plates with ready mixed non shrink, free flow, self levelling, grout making holes if necessary in concrete including shuttering, curing etc. at site as per the recommendations of the manufacturer detail or site engineer, all complete as directed.(Grout Depth Ranging from 15mm to 100mm) | 0.01 | Cum | 7,009 ₹91.12 | 50,000 ₹650 | 25,000 ₹325 | 2,000 ₹26 Lowest | 4,00,000 ₹5,200 |
Tender Value
₹42.5 L
EMD Value
₹85,000
Closing Date
24 Aug 2026, 6:00 pmClosed
SHRI ANKIT GOYAL, IDSE
GE Dronachal, Dronachal Top, Neori Hills, Bhopal 462038
PROVISION OF COVERED WAITING AREA AT MULTIPLE LOCATIONS AT DRONACHAL TOP, BHOPAL
2026_MES_781148_1
8143/E8
Open Tender
Civil Works
Item Rate
120 days
Bhopal
Class-D, Category a (i) and as per NIT documents
7 documents required · 7 mandatory
₹500
GE DRONACHAL
₹85,000
Yes
2 Sept 2026
27 Jul 2026
26 Aug 2026
27 Jul 2026
24 Aug 2026
10 Aug 2026
27 Jul 2026 - 3 Aug 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 | 108 | Cum | - | - |
| 2 | Ditto as in Item Above but depth Exceeding 1.50 Mtr | 7 | 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 | 7.2 | 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 | 22.5 | 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 | 8.8 | Cum | - | - |
| 6 | 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 | 60 | Sqm | - | - |
| 7 | 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 | 70 | Sqm | - | - |
| 8 | S & F for Mild steel 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 complete all as directed. | 1,002 | Kg | - | - |
| 9 | Ditto As above but in Stirrups | 445 | Kg | - | - |
| 10 | Providing and laying GP2 grouting the foundation bolts/pockets, base plates with ready mixed non shrink, free flow, self levelling, grout making holes if necessary in concrete including shuttering, curing etc. at site as per the recommendations of the manufacturer detail or site engineer, all complete as directed.(Grout Depth Ranging from 15mm to 100mm) | - | Cum | - | - |
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