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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.2 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder for the subject work. | |
| 2 | L2₹64.9 L+₹3.7 L (6.01%)Rejected-Finance | L2 | Rejected-Finance other than the lowest bidder | |
| 3 | L3₹67.6 L+₹6.4 L (10.5%)Rejected-Finance | L3 | Rejected-Finance other than the lowest bidder | |
| 4 | L4₹70.0 L+₹8.8 L (14.4%)Rejected-Finance | L4 | Rejected-Finance other than the lowest bidder | |
| 5 | L5₹73.1 L+₹11.9 L (19.5%)Rejected-Finance | L5 | Rejected-Finance other than the lowest bidder |
| Sl No | Description | Qty | Unit | M/s SHIVRATAN CONSTRUCTION L3 | pyarelal galar L2 | M/s Prayag Construction L5 | SULTAN SINGH, CONTRACTOR L4 | PK CONSULTANT L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Site clearance and getting soft/loose soil incl cutting of bushes and removing complete all as specified and as directed. | 3,300 | Sqm | 11 ₹36,300 | 15 ₹49,500 | 20 ₹66,000 | 10 ₹33,000 | 6 ₹19,800 Lowest |
| 2.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m in depth for foundation and getting out.in any type of soil complete all as specified and as directed. | 459.07 | Cum | 277 ₹1,27,162.39 | 200 ₹91,814 | 200 ₹91,814 | 170 ₹78,041.9 Lowest | 175 ₹80,337.25 |
| 3.00 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc.or for shaft wells manholes etc n exc 10 sqm on plan and n exc 1.5 mtr in depth and getting out in any type of soil, all as directed. | 5.76 | Cum | 222 ₹1,278.72 | 210 ₹1,209.6 | 200 ₹1,152 | 175 ₹1,008 Lowest | 200 ₹1,152 |
| 4.00 | M&L PCC 1:4:8 type D2 using 40mm grade stone agg in foundation concrete and mass concrete, complete all as specified and as directed. | 47.14 | Cum | 3,333 ₹1,57,117.62 | 3,800 ₹1,79,132 | 4,000 ₹1,88,560 | 5,500 ₹2,59,270 | 3,200 ₹1,50,848 Lowest |
| 5.00 | 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; vertical or to batter, complete all as specified and as directed. | 660.4 | Sqm | 222 ₹1,46,608.8 | 165 ₹1,08,966 Lowest | 340 ₹2,24,536 | 240 ₹1,58,496 | 270 ₹1,78,308 |
| 6.00 | Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and opening, the formwork soffit only shall be paid, complete all as specified and as directed. | 230 | Sqm | 333 ₹76,590 | 165 ₹37,950 Lowest | 340 ₹78,200 | 250 ₹57,500 | 280 ₹64,400 |
| 7.00 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions, complete all as specified and as directed. | 657.7 | Sqm | 333 ₹2,19,014.1 | 170 ₹1,11,809 Lowest | 320 ₹2,10,464 | 260 ₹1,71,002 | 300 ₹1,97,310 |
| 8.00 | S &F 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 complete all as specified and as directed. | 21,883.59 | kg | 77 ₹16,85,036.43 | 95 ₹20,78,941.05 | 92 ₹20,13,290.28 | 90 ₹19,69,523.1 | 72 ₹15,75,618.48 Lowest |
| 9.00 | S &F TMT bars Ditto as item 8, but 5mm dia and over up to and including 10mm dia in stirrups, spacers and binders, complete all as specified and as directed. | 5,128.68 | Kg | 77 ₹3,94,908.36 Lowest | 95 ₹4,87,224.6 | 93 ₹4,76,967.24 | 95 ₹4,87,224.6 | 78 ₹4,00,037.04 |
| 10.00 | M & L High strength TMT steel bars as in reinforcement 6 to 8 mm dia, and over cut to length bent to shape required including cracking, bending spirally for columns., hooking ends binding with mild steel where (annealed) not less than 0.9mm dia, complete all as specified and directed. | 66 | Kg | 77 ₹5,082 Lowest | 95 ₹6,270 | 95 ₹6,270 | 98 ₹6,468 | 85 ₹5,610 |
Tender Value
₹92.8 L
EMD Value
₹1.6 L
Closing Date
1 Jun 2026, 6:00 pmClosed
Col Pawan Kumar, CWE
Headquarters, Commander Works Engineer, Bhopal, Military Engineer Services, SI Line, Bhopal, Pin Code - 462001 (Madhya Pradesh)
PROVISION OF SECURITY WALL AROUND THE SCRAP YARD AT TECH AREA, TAKU CPE ITARSI UNDER GE BHOPAL
2026_MES_763486_1
84221/E8
Open Tender
Civil Works
Item Rate
365 days
Bhopal
AS PER NIT CONDITION
7 documents required · 7 mandatory
₹1,000
Yes
GE Bhopal
₹1.6 L
Yes
15 Jul 2026
5 May 2026
3 Jun 2026
5 May 2026
1 Jun 2026
27 May 2026
5 May 2026 - 27 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Site clearance and getting soft/loose soil incl cutting of bushes and removing complete all as specified and as directed. | 3,300 | Sqm | - | - |
| 2 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m in depth for foundation and getting out.in any type of soil complete all as specified and as directed. | 459.07 | Cum | - | - |
| 3 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc.or for shaft wells manholes etc n exc 10 sqm on plan and n exc 1.5 mtr in depth and getting out in any type of soil, all as directed. | 5.76 | Cum | - | - |
| 4 | M&L PCC 1:4:8 type D2 using 40mm grade stone agg in foundation concrete and mass concrete, complete all as specified and as directed. | 47.14 | Cum | - | - |
| 5 | 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. | 660.4 | Sqm | - | - |
| 6 | Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and opening, the formwork soffit only shall be paid, complete all as specified and as directed. | 230 | Sqm | - | - |
| 7 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions, complete all as specified and as directed. | 657.7 | Sqm | - | - |
| 8 | S &F 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 complete all as specified and as directed. | 21,883.59 | kg | - | - |
| 9 | S &F TMT bars Ditto as item 8, but 5mm dia and over up to and including 10mm dia in stirrups, spacers and binders, complete all as specified and as directed. | 5,128.68 | Kg | - | - |
| 10 | M & L High strength TMT steel bars as in reinforcement 6 to 8 mm dia, and over cut to length bent to shape required including cracking, bending spirally for columns., hooking ends binding with mild steel where (annealed) not less than 0.9mm dia, complete all as specified and directed. | 66 | Kg | - | - |
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