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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.2 LAccepted-AOC 316 VIJAY NAGAR EXTENSION RANJHI MAIN ROAD JABALPUR MP | JABALPUR | MADHYA PRADESH | 482001 | ₹84.2 L Quoted ₹85.7 L | L1 | Accepted-AOC BEING LOWEST REASONABLE BIDDER |
| 2 | L2₹88.9 L+₹3.2 L (3.76%)Rejected-Finance MANEGAON CHAMPANAGAR KHAMARIA JABALPUR 482005 MP | JABALPUR | JABALPUR | MP | 482005 | ₹88.9 L+₹3.2 L (3.76%) | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 3 | L3₹96.2 L+₹10.5 L (12.3%)Rejected-Finance 1588 YADAV COLONY 21 LIC COLONY VIVEKANAND WARD JABALPUR MP PIN 482002 | JABALPUR | MADHYA PRADESH | 482002 | ₹96.2 L+₹10.5 L (12.3%) | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | ASHOKA ASSOCIATES L2 | AJAYA CONSTRUCTION L3 | M/s PARASRAM MULCHANDANI L1 |
|---|---|---|---|---|---|---|
| 1.00Restricted Area | ||||||
| 2.00 | Demolition of Cement Concrete (unreinforced) of any description & in any position not otherwise specifically provided for complete all specified and directed. | 492.75 | Cum | 50 ₹24,637.5 Lowest | 99.99 ₹49,270.07 | 50 ₹24,637.5 Lowest |
| 3.00 | Excavating over areas, not exceeding 1.5m deep and getting out in soft/loose soil complete all specified and directed. | 625.6 | Cum | 150 ₹93,840 | 199.55 ₹1,24,838.48 | 80 ₹50,048 Lowest |
| 4.00 | Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MaRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natura sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013. | 195.5 | 10 Sqm | 2,000 ₹3,91,000 | 2,199.99 ₹4,30,098.05 | 1,300 ₹2,54,150 Lowest |
| 5.00 | Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 | 195.5 | 10 Sqm | 2,650 ₹5,18,075 | 2,299.55 ₹4,49,562.03 | 1,600 ₹3,12,800 Lowest |
| 6.00 | M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete complete all specified and directed. | 250.1 | Cum | 2,900 ₹7,25,290 | 4,355.55 ₹10,89,323.06 | 2,250 ₹5,62,725 Lowest |
| 7.00 | M & L For Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed | 524 | Cum | 6,100 ₹31,96,400 | 5,605.55 ₹29,37,308.2 Lowest | 6,300 ₹33,01,200 |
| 8.00 | M & L For Polythene film, black 150micron laid in floors complete all as specified and directed | 2,620 | Sqm | 20 ₹52,400 Lowest | 50.99 ₹1,33,593.8 | 40 ₹1,04,800 |
| 9.00 | M & L for Forming Contraction (Dummy) joints 65 mm deep x 10mm wide, filled with sealing compound,GRADE A complete all as specifed and directed | 105 | 10 Rm | 250 ₹26,250 Lowest | 308.55 ₹32,397.75 | 700 ₹73,500 |
| 10.00 | M & L For Forming Contraction (Dummy) joints 100 mm deep x 10mm wide, filled with sealing compound,GRADE A complete all as specifed and directed | 140 | 10 Rm | 300 ₹42,000 Lowest | 400.99 ₹56,138.6 | 700 ₹98,000 |
Tender Value
₹1.1 Cr
EMD Value
₹1.9 L
Closing Date
18 Mar 2026, 6:00 pmClosed
CWE JABALPUR
Q COMMANDER WORKS ENGINEER, SUPPLY MARG, P B NO. 54, JABALPUR - 482001
SPECIAL REPAIR TO ROAD FROM MAIN ROAD TO WORK SHOP GATE AND CERTAIN PERIMETER ROAD AND ROAD NEAR CIVILIAN QTRS OF 506 ABW JABALPUR UNDER GE (EAST) JABALPUR
2026_MES_753023_1
82747/E8
Open Tender
Civil Works - Roads
Item Rate
120 days
JABALPUR
As per NIT
7 documents required · 7 mandatory
₹1,000
GE (EAST) JABALPUR
₹1.9 L
Yes
23 May 2026
17 Feb 2026
25 Mar 2026
17 Feb 2026
18 Mar 2026
11 Mar 2026
17 Feb 2026 - 10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Restricted Area | - | - | - | - |
| 2 | Demolition of Cement Concrete (unreinforced) of any description & in any position not otherwise specifically provided for complete all specified and directed. | 492.75 | Cum | - | - |
| 3 | Excavating over areas, not exceeding 1.5m deep and getting out in soft/loose soil complete all specified and directed. | 625.6 | Cum | - | - |
| 4 | Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MaRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natura sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013. | 195.5 | 10 Sqm | - | - |
| 5 | Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 | 195.5 | 10 Sqm | - | - |
| 6 | M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete complete all specified and directed. | 250.1 | Cum | - | - |
| 7 | M & L For Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed | 524 | Cum | - | - |
| 8 | M & L For Polythene film, black 150micron laid in floors complete all as specified and directed | 2,620 | Sqm | - | - |
| 9 | M & L for Forming Contraction (Dummy) joints 65 mm deep x 10mm wide, filled with sealing compound,GRADE A complete all as specifed and directed | 105 | 10 Rm | - | - |
| 10 | M & L For Forming Contraction (Dummy) joints 100 mm deep x 10mm wide, filled with sealing compound,GRADE A complete all as specifed and directed | 140 | 10 Rm | - | - |
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