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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC 1442 1 NANADANPURA BABINA CANTT TEHSIL DISTT JHANSI UP | BABINA | JHANSI | UP | ₹1.0 Cr | L1 | Accepted-AOC Lowest bidder for the subject work. |
| 2 | L2₹1.1 Cr+₹3.4 L (3.30%)Rejected-Finance NO 403 BENGALI COLONY RANJHI JABALPUR MP 482001 | JABALPUR | JABALPUR | MADHYA PRADESH | 482001 | ₹1.1 Cr+₹3.4 L (3.30%) | L2 | Rejected-Finance other than the lowest bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical CONDITIONS NOT COMPILED WITH |
| 4 | Rejected-Technical | - | - | Rejected-Technical CONDITIONS NOT COMPILED WITH |
| Sl No | Description | Qty | Unit | M/S SHIVA TRADERS L1 | J.P ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled macadam or bituminous macadam surfaces area exc 400 sqm and depth n exe 50 mm complete all as specified and directed. | 525 | X Sqm | 50 ₹26,250 Lowest | 50 ₹26,250 Lowest |
| 2.00 | M &L for Preparing existing black top surfaces by brushing for removing caked mud etc, sweeping with brooms & finally fanning the cleaned surface with Air compressure / gunny bags to remove all loose dirt complete all as specified and directed. | 1,060 | X Sqm | 30 ₹31,800 Lowest | 30 ₹31,800 Lowest |
| 3.00 | M &L for applying evenly a priming/tack coat with bitumenous primer at @ 10 kg per 10 sqm using paving bitumen (VG-10) complete all as specified and directed. | 525 | X Sqm | 400 ₹2,10,000 | 250 ₹1,31,250 Lowest |
| 4.00 | M&L for 75 mm thick (compacted thickness) WBM in single layer with coarse aggregate ( granite, trap or basalt) of grading 3 (50 to 20mm size) spread rolled and consolidated to gradient and camber materials and camber as required with power roller complete all as specified and directed. | 525 | X Sqm | 1,000 ₹5,25,000 Lowest | 1,250 ₹6,56,250 |
| 5.00 | M&L for premix bituminous macadum with 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 mens of mechanical paver and rolled and compacted to required gredient and camber by 8 to 12 tonne vibratory road roller complete all as specified and directed
Note:- (i) Bituminous macadam sjhall 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 75.30 per Kg. | 270 | Cum | 7,600 ₹20,52,000 | 6,700 ₹18,09,000 Lowest |
| 6.00 | M & L for applying evenly a primer/tack coat with bituminous primer at 5kg per 10 Sqm using paving bitumen (VG-10) complete all as specified and directed | 1,060 | X Sqm | 300 ₹3,18,000 | 170 ₹1,80,200 Lowest |
| 7.00 | M&L for Bituminous premix semi dense bituminous concrete 30mm (compacted thickness) with 5.50 mm binder (paving bitumen VG-30 ) by weight of total mix, mixed in computrized hot mix plant, cold 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:- (i) Semi dense asphaltic concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot 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 reffered in case 3.5.3 of IRC 111 2009. The adjustment rate due to variation in quantity of bitumen if any shall be priced @ Rs 75.30 per Kg. | 1,060 | X Sqm | 3,400 ₹36,04,000 Lowest | 3,475 ₹36,83,500 |
| 8.00 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and as directed. | 540 | Sqm | 320 ₹1,72,800 Lowest | 330 ₹1,78,200 |
| 9.00 | Demolition of cement concrete in ground floor and paving not exc 15 cm thickness (below or above ground level in any position complete all as specified and directed | 207.5 | Cum | 150 ₹31,125 Lowest | 300 ₹62,250 |
| 10.00 | Dismentalling of stone slabs/pavor block of any description or thickness in floors, aprons etc, laid dry or laid dry and pointed, complete all as specified and directed. | 280 | X Sqm | 50 ₹14,000 Lowest | 50 ₹14,000 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹2.0 L
Closing Date
15 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)
SPL REPAIR TO ROAD FROM LALKURTI GATE TO LONG RANGE INCLUDING CHURCH ROAD AT MRC UNDER GE SAUGOR
2026_MES_764953_1
84237/E8
Open Tender
Civil Works
Item Rate
180 days
Saugor
AS PER NIT CONDITION
7 documents required · 7 mandatory
₹1,000
Yes
GE Saugor
₹2.0 L
Yes
15 Jul 2026
12 May 2026
17 Jun 2026
12 May 2026
15 Jun 2026
10 Jun 2026
12 May 2026 - 10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying or picking gravelled macadam or bituminous macadam surfaces area exc 400 sqm and depth n exe 50 mm complete all as specified and directed. | 525 | X Sqm | - | - |
| 2 | M &L for Preparing existing black top surfaces by brushing for removing caked mud etc, sweeping with brooms & finally fanning the cleaned surface with Air compressure / gunny bags to remove all loose dirt complete all as specified and directed. | 1,060 | X Sqm | - | - |
| 3 | M &L for applying evenly a priming/tack coat with bitumenous primer at @ 10 kg per 10 sqm using paving bitumen (VG-10) complete all as specified and directed. | 525 | X Sqm | - | - |
| 4 | M&L for 75 mm thick (compacted thickness) WBM in single layer with coarse aggregate ( granite, trap or basalt) of grading 3 (50 to 20mm size) spread rolled and consolidated to gradient and camber materials and camber as required with power roller complete all as specified and directed. | 525 | X Sqm | - | - |
| 5 | M&L for premix bituminous macadum with 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 mens of mechanical paver and rolled and compacted to required gredient and camber by 8 to 12 tonne vibratory road roller complete all as specified and directed
Note:- (i) Bituminous macadam sjhall 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 75.30 per Kg. | 270 | Cum | - | - |
| 6 | M & L for applying evenly a primer/tack coat with bituminous primer at 5kg per 10 Sqm using paving bitumen (VG-10) complete all as specified and directed | 1,060 | X Sqm | - | - |
| 7 | M&L for Bituminous premix semi dense bituminous concrete 30mm (compacted thickness) with 5.50 mm binder (paving bitumen VG-30 ) by weight of total mix, mixed in computrized hot mix plant, cold 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:- (i) Semi dense asphaltic concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot 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 reffered in case 3.5.3 of IRC 111 2009. The adjustment rate due to variation in quantity of bitumen if any shall be priced @ Rs 75.30 per Kg. | 1,060 | X Sqm | - | - |
| 8 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and as directed. | 540 | Sqm | - | - |
| 9 | Demolition of cement concrete in ground floor and paving not exc 15 cm thickness (below or above ground level in any position complete all as specified and directed | 207.5 | Cum | - | - |
| 10 | Dismentalling of stone slabs/pavor block of any description or thickness in floors, aprons etc, laid dry or laid dry and pointed, complete all as specified and directed. | 280 | X Sqm | - | - |
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