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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹36.5 LAccepted-AOC | L-1 | Accepted-AOC Lowest bidder for the subject work. | |
| 2 | L-2₹37.0 L+₹45,500 (1.25%)Rejected-Finance | L-2 | Rejected-Finance other than the lowest bidder | |
| 3 | L-3₹43.0 L+₹6.5 L (17.9%)Rejected-Finance | L-3 | Rejected-Finance other than the lowest bidder |
| Sl No | Description | Qty | Unit | RAJPATI CONSTRUCTION L2 | Vee kay construction L3 | M/S RAKESH TRADERS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep and getting out In hard/dense soil complete all as specified and as directed. | 275 | Sqm | 20 ₹5,500 Lowest | 26 ₹7,150 | 25 ₹6,875 |
| 2.00 | Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) and removing outside MD land complete all as specified and directed. | 5 | Cum | 180 ₹900 Lowest | 800 ₹4,000 | 200 ₹1,000 |
| 3.00 | Excavation over areas not exceeding 1.5m deep and getting out in hard/dense soil. | 75 | Cum | 350 ₹26,250 | 260 ₹19,500 | 200 ₹15,000 Lowest |
| 4.00 | Excavation over areas exceeding 1.50m deep and not exc 3.00m deep and getting out in soft disintegrated rock | 200 | Cum | 735 ₹1,47,000 | 1,250 ₹2,50,000 | 300 ₹60,000 Lowest |
| 5.00 | 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 in hard/dense soil complete all as specified and as directed. | 325 | Cum | 525 ₹1,70,625 | 350 ₹1,13,750 | 200 ₹65,000 Lowest |
| 6.00 | Plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in foundations,fillingand mass concrete. | 66 | Cum | 3,550 ₹2,34,300 | 3,230 ₹2,13,180 | 3,000 ₹1,98,000 Lowest |
| 7.00 | M&L Providing, cement concrete 1:2:4 type B1 in lintels upto 1.5m clear span, cills, steps; copings, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed including neccessary formwork. | 11 | Cum | 5,800 ₹63,800 | 5,300 ₹58,300 Lowest | 6,000 ₹66,000 |
| 8.00 | M&L for modular size brickwork with fly ash bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 | 135 | Cum | 5,360 ₹7,23,600 Lowest | 5,840 ₹7,88,400 | 5,500 ₹7,42,500 |
| 9.00 | Rendering 15mm thick in cement mortar 1:4 on fair faces of brickwork or concrete surfaces finished even and smooth without using extra cement, all as specified. | 800 | Sqm | 275 ₹2,20,000 | 260 ₹2,08,000 | 200 ₹1,60,000 Lowest |
| 10.00 | M&L for Reinforced cement concrete (Design mix) M30 (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 including demolition of old RCC structure of any description and in any position all as specified and directed | 6.75 | Cum | 6,100 ₹41,175 Lowest | 6,200 ₹41,850 | 7,000 ₹47,250 |
Tender Value
₹48.3 L
EMD Value
₹96,520
Closing Date
5 Mar 2026, 6:00 pmClosed
Col Pawan Kumar, CWE
Headquarters, Commander Works Engineer, Bhopal, Military Engineer Services, SI Line, Bhopal, Pin Code - 462001 (Madhya Pradesh)
CONSTRUCTION OF ARTIFICIAL RECHARGE INCLUDING MICRO BOREWELL FOR RECHARGING GROUND WATER AT 4 TECH TRG BN, 3 TECH TRG BN, 2 TECH TRG BN, 4021 FD HOSPITAL AND GE UNDER GE BHOPAL
2026_MES_752741_1
84177/E8
Open Tender
Civil Works
Item Rate
180 days
Bhopal
AS PER NIT CONDITION
7 documents required · 7 mandatory
₹500
Yes
GE Bhopal
₹96,520
Yes
25 Mar 2026
14 Feb 2026
7 Mar 2026
14 Feb 2026
5 Mar 2026
28 Feb 2026
14 Feb 2026 - 28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n exc 15 cm deep and getting out In hard/dense soil complete all as specified and as directed. | 275 | Sqm | - | - |
| 2 | Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) and removing outside MD land complete all as specified and directed. | 5 | Cum | - | - |
| 3 | Excavation over areas not exceeding 1.5m deep and getting out in hard/dense soil. | 75 | Cum | - | - |
| 4 | Excavation over areas exceeding 1.50m deep and not exc 3.00m deep and getting out in soft disintegrated rock | 200 | Cum | - | - |
| 5 | 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 in hard/dense soil complete all as specified and as directed. | 325 | Cum | - | - |
| 6 | Plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in foundations,fillingand mass concrete. | 66 | Cum | - | - |
| 7 | M&L Providing, cement concrete 1:2:4 type B1 in lintels upto 1.5m clear span, cills, steps; copings, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed including neccessary formwork. | 11 | Cum | - | - |
| 8 | M&L for modular size brickwork with fly ash bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 | 135 | Cum | - | - |
| 9 | Rendering 15mm thick in cement mortar 1:4 on fair faces of brickwork or concrete surfaces finished even and smooth without using extra cement, all as specified. | 800 | Sqm | - | - |
| 10 | M&L for Reinforced cement concrete (Design mix) M30 (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 including demolition of old RCC structure of any description and in any position all as specified and directed | 6.75 | Cum | - | - |
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