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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹46.9 LAccepted-AOC | L-1 | Accepted-AOC Lowest bidder for the subject work. | |
| 2 | L-2₹50.5 L+₹3.4 L (7.32%)Rejected-Finance 1442 1 NANADANPURA BABINA CANTT TEHSIL DISTT JHANSI UP | BABINA | JHANSI | UP | L-2 | Rejected-Finance other than the lowest bidder | |
| 3 | L-3₹56.5 L+₹9.4 L (20.1%)Rejected-Finance NO 403 BENGALI COLONY RANJHI JABALPUR MP 482001 | JABALPUR | JABALPUR | MADHYA PRADESH | 482001 | L-3 | Rejected-Finance other than the lowest bidder | |
| 4 | L-4₹66.9 L+₹19.9 L (42.3%)Rejected-Finance | L-4 | Rejected-Finance other than the lowest bidder |
| Sl No | Description | Qty | Unit | M/S SHIVA TRADERS L2 | J.P ENTERPRISES L3 | maharaja construction and suppliers L1 | Captainkomalchaharconstructions L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area exc. 400 sqm depth n.exc 50 mm deep complete all as specified and directed. | 100 | X Sqm | 50 ₹5,000 | 300 ₹30,000 | 39 ₹3,900 Lowest | 200 ₹20,000 |
| 2.00 | M&L for preparing scarified black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bages to remove all loose dirt etc, complete all as specified and directed. | 100 | X Sqm | 50 ₹5,000 | 150 ₹15,000 | 40 ₹4,000 Lowest | 300 ₹30,000 |
| 3.00 | M&L for applying evenly a primer/tack coat with bituminous primer at 10 kg per 10 Sqm, using paving bitumen (VG-10), complete all as specified and directed. | 100 | X Sqm | 400 ₹40,000 | 450 ₹45,000 | 275 ₹27,500 Lowest | 500 ₹50,000 |
| 4.00 | M&L and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. Note: The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013. | 100 | X Sqm | 1,400 ₹1,40,000 | 2,800 ₹2,80,000 | 1,300 ₹1,30,000 Lowest | 2,700 ₹2,70,000 |
| 5.00 | M&L for Premix bituminous macadam (consolidated thickness 75 mm or less) with crushed and graded stone aggregate mixed together with VG-30 grade paving bitumen (4% by weight of total mix) to meet the desired requirement as mentioned in Particular Specification, mixing bituminous concrete in computerized hot mixing plant, laying and spreading uniformly by means of mechanical paver and rolled and compacted to required gradient and camber by 8 to 12 tonne vibratory road roller complete all as specified and directed. Note: (i) Bituminous macadam shall be laid using self-propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined as per IRC 27:2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced @ Rs. 46.49 per Kg. | 50 | Cum | 8,000 ₹4,00,000 | 8,300 ₹4,15,000 | 7,900 ₹3,95,000 Lowest | 9,000 ₹4,50,000 |
| 6.00 | M&L for preparing old black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bages to remove all loose dirt etc, complete all as specified and directed. | 865 | X Sqm | 30 ₹25,950 | 50 ₹43,250 | 25 ₹21,625 Lowest | 300 ₹2,59,500 |
| 7.00 | M&L for applying evenly a primer / tack coat with bituminous primer at 5 kg per 10 Sqm, using paving bitumen (VG-10), complete all as specified and directed. | 965 | X Sqm | 300 ₹2,89,500 | 250 ₹2,41,250 | 199 ₹1,92,035 Lowest | 500 ₹4,82,500 |
| 8.00 | Providing and applying of hot applied thermoplastic paint of approved quality 2.5mm thick including reflectorising beads @ 250 gms per Sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from srtreaks and holes etc complete all as specified and directed. | 470 | Sqm | 330 ₹1,55,100 Lowest | 450 ₹2,11,500 | 345 ₹1,62,150 | 500 ₹2,35,000 |
| 9.00 | M&L for Bituminous premix semi dense asphaltic concrete 30 mm consolidated thickness with 5.50% binder (paving bitumen VG-30) by weight of total mix, mixed in computerized hot mix plant, laid, rolled and compacted to required gradient and camber with the help of mechanical paver and power roller 8 to 12 ton capacity complete all as specified and directed.
Note: (1) Semi dense asphaltic concrete shall be laid using self-propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined following the Marshal Mix Design procedure contained in the Asphalt Manual MS-2 (Sixth edition) as referred in case 3.5.3 of IRC 111:2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced @ Rs. 75.30 per Kg. | 965 | X Sqm | 3,838 ₹37,03,670 | 4,150 ₹40,04,750 | 3,600 ₹34,74,000 Lowest | 4,400 ₹42,46,000 |
| 10.00 | M & L for surface dressing n.exc 15cm depth in soft/loose soil, complete all as specified and directed. | 419 | Sqm | 22 ₹9,218 | 35 ₹14,665 | 5 ₹2,095 Lowest | 300 ₹1,25,700 |
Tender Value
₹44.5 L
EMD Value
₹89,020
Closing Date
23 May 2026, 6:00 pmClosed
Col Pawan Kumar, CWE
Headquarters, Commander Works Engineer, Bhopal, Military Engineer Services, SI Line, Bhopal, Pin Code - 462001 (Madhya Pradesh)
SPL REPAIR TO VARIOUS ROADS OF 56 ENGR REGT UNDER AGE B/R-II UNDER GE SAUGOR
2026_MES_763540_1
84226/E8
Open Tender
Civil Works
Item Rate
180 days
Saugor
AS PER NIT CONDITION
7 documents required · 7 mandatory
₹500
Yes
GE Saugor
₹89,020
Yes
2 Jul 2026
5 May 2026
25 May 2026
5 May 2026
23 May 2026
18 May 2026
5 May 2026 - 18 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area exc. 400 sqm depth n.exc 50 mm deep complete all as specified and directed. | 100 | X Sqm | - | - |
| 2 | M&L for preparing scarified black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bages to remove all loose dirt etc, complete all as specified and directed. | 100 | X Sqm | - | - |
| 3 | M&L for applying evenly a primer/tack coat with bituminous primer at 10 kg per 10 Sqm, using paving bitumen (VG-10), complete all as specified and directed. | 100 | X Sqm | - | - |
| 4 | M&L and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. Note: The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013. | 100 | X Sqm | - | - |
| 5 | M&L for Premix bituminous macadam (consolidated thickness 75 mm or less) with crushed and graded stone aggregate mixed together with VG-30 grade paving bitumen (4% by weight of total mix) to meet the desired requirement as mentioned in Particular Specification, mixing bituminous concrete in computerized hot mixing plant, laying and spreading uniformly by means of mechanical paver and rolled and compacted to required gradient and camber by 8 to 12 tonne vibratory road roller complete all as specified and directed. Note: (i) Bituminous macadam shall be laid using self-propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined as per IRC 27:2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced @ Rs. 46.49 per Kg. | 50 | Cum | - | - |
| 6 | M&L for preparing old black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bages to remove all loose dirt etc, complete all as specified and directed. | 865 | X Sqm | - | - |
| 7 | M&L for applying evenly a primer / tack coat with bituminous primer at 5 kg per 10 Sqm, using paving bitumen (VG-10), complete all as specified and directed. | 965 | X Sqm | - | - |
| 8 | Providing and applying of hot applied thermoplastic paint of approved quality 2.5mm thick including reflectorising beads @ 250 gms per Sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from srtreaks and holes etc complete all as specified and directed. | 470 | Sqm | - | - |
| 9 | M&L for Bituminous premix semi dense asphaltic concrete 30 mm consolidated thickness with 5.50% binder (paving bitumen VG-30) by weight of total mix, mixed in computerized hot mix plant, laid, rolled and compacted to required gradient and camber with the help of mechanical paver and power roller 8 to 12 ton capacity complete all as specified and directed.
Note: (1) Semi dense asphaltic concrete shall be laid using self-propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined following the Marshal Mix Design procedure contained in the Asphalt Manual MS-2 (Sixth edition) as referred in case 3.5.3 of IRC 111:2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced @ Rs. 75.30 per Kg. | 965 | X Sqm | - | - |
| 10 | M & L for surface dressing n.exc 15cm depth in soft/loose soil, complete all as specified and directed. | 419 | Sqm | - | - |
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