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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAdmitted-Finance | ₹29.8 L | L1 | Admitted-Finance |
| 2 | L2₹33.9 LAdmitted-Finance | ₹33.9 L | L2 | Admitted-Finance |
| 3 | L3₹37.8 LAdmitted-Finance | ₹37.8 L | L3 | Admitted-Finance |
| 4 | L4₹50.2 LAdmitted-Finance | ₹50.2 L | L4 | Admitted-Finance |
| 5 | L5₹56.1 LAdmitted-Finance | ₹56.1 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | V TRADERS L5 | SAI CONSTRACTION L1 | Jain Borewells And Drilling L3 | M/s ABHA ENTERPRISES L4 | JAIN INFRASTRUCTURE L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Temporary Road Strengthening & Maintenance of road | ||||||||
| 1.01 | Filling available material (Filling with available fly ash/small boulders or earth in trenches or embankment in layers (each layer should not exceed 15 cm), withintermediate layer of compacted earth (Soil density of 98%) sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.) | 8,036 | M3 | 375 ₹30.1 L | 110 ₹8.8 L | 120 ₹9.6 L | 140 ₹11.3 L | 70 ₹5.6 L |
| 1.02 | WMM (Providing, laying, spreading and compacting graded stone aggregate
(size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.) | 1,781.4 | M3 | 1,100 ₹19.6 L | 900 ₹16.0 L | 1,300 ₹23.2 L | 1,800 ₹32.1 L | 1,300 ₹23.2 L |
| 1.03 | 1000 mm dia hume pipe (Providing and laying Non Pressure NP-4 class (Medium duty) R.C.C.pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.1000 mm dia RCC pipes. (Laying by manual/ machanical means)) | 40 | M | 4,000 ₹1.6 L | 5,000 ₹2 L | 4,800 ₹1.9 L | 6,500 ₹2.6 L | 4,750 ₹1.9 L |
| 1.04 | Excavation in soil (Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated
earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.(All kinds of soil)) | 200 | M3 | 120 ₹24,000 | 120 ₹24,000 | 120 ₹24,000 | 120 ₹24,000 | 110 ₹22,000 |
| 1.05 | Hardrock excavation by breaker (Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as
well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. (Hard rock (blasting prohibited)) | 200 | M3 | 1,249 ₹2.5 L | 900 ₹1.8 L | 1,150 ₹2.3 L | 450 ₹90,000 | 1,200 ₹2.4 L |
| 1.06 | Cleaning of Jungle (Clearing jungle including uprooting of rank vegetation, grass, brush wood,trees and saplings of girth up to 30 cm measured at a height of 1 m
above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.) | 10,500 | M2 | 19 ₹2.0 L | 8 ₹84,000 | 5 ₹52,500 | 30 ₹3.1 L | 6 ₹63,000 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
20 Apr 2026, 4:00 pmClosed
Sibasish Gautam
Jhabua Power Limited PO Barela Tehsil Ghansore District Seoni State Madhya Pradesh India Pin 480997
Temporary Road Strengthening and Maintenance for Manual Coal Rake Unloading Route at Jhabua Power Limited
2026_JPL_274354_1
JPL-CnM-LT-2026-1200008340
Limited
Civil Works
60 days
Jhabua Power Limited, MP
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹50,000
4 May 2026
9 Apr 2026
21 Apr 2026
9 Apr 2026
20 Apr 2026
9 Apr 2026
9 Apr 2026 - 14 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Temporary Road Strengthening & Maintenance of road | |||||
| 1.01 | Filling available material (Filling with available fly ash/small boulders or earth in trenches or embankment in layers (each layer should not exceed 15 cm), withintermediate layer of compacted earth (Soil density of 98%) sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.) | - | M3 | - | - |
| 1.02 | WMM (Providing, laying, spreading and compacting graded stone aggregate
(size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.) | - | M3 | - | - |
| 1.03 | 1000 mm dia hume pipe (Providing and laying Non Pressure NP-4 class (Medium duty) R.C.C.pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.1000 mm dia RCC pipes. (Laying by manual/ machanical means)) | - | M | - | - |
| 1.04 | Excavation in soil (Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated
earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.(All kinds of soil)) | - | M3 | - | - |
| 1.05 | Hardrock excavation by breaker (Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as
well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. (Hard rock (blasting prohibited)) | - | M3 | - | - |
| 1.06 | Cleaning of Jungle (Clearing jungle including uprooting of rank vegetation, grass, brush wood,trees and saplings of girth up to 30 cm measured at a height of 1 m
above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.) | - | M2 | - | - |
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