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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹14.6 L+₹66,473.10 (4.76%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹17.4 L+₹3.5 L (24.8%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SAI CONSTRACTION L2 | Jain Borewells And Drilling L1 | V TRADERS L3 |
|---|---|---|---|---|---|---|
| 1.00Construction of Bitumen Road from Switch Yard to Barela gate | ||||||
| 1.01 | Scarify (Scarifying the existing Bituminous road/Kaccha Road surface up to a depth of 50 mm and disposal of scarified material as directed by Engineer-in-Charge with a lift upto 3 m) | 2,730 | M2 | 8 ₹21,840 Lowest | 11 ₹30,030 | 30 ₹81,900 |
| 1.02 | WMM (Providing, laying, spreading and compacting stone aggregates of specific sizes to water mix macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3) | 438.75 | M3 | 1,800 ₹7,89,750 | 1,250 ₹5,48,437.5 | 1,200 ₹5,26,500 Lowest |
| 1.03 | Prime Coat (Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means) | 1,462.5 | M2 | 17 ₹24,862.5 Lowest | 30 ₹43,875 | 50 ₹73,125 |
| 1.04 | Tack Coat (Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.325 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom) | 1,462.5 | M2 | 37 ₹54,112.5 | 25 ₹36,562.5 Lowest | 32 ₹46,800 |
| 1.05 | 20 mm PMC (Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm size @ 0.18 cum per 10 sqm & 11.2 mm size @ 0.09 cum per 10 sqm aggregates using penetration grade/modified bitumen @ 14.6 kg/10sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A , Type B or Type C) | 1,462.5 | M2 | 137 ₹2,00,362.5 Lowest | 195 ₹2,85,187.5 | 230 ₹3,36,375 |
| 1.06 | Seal coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C (Case - II : Type B, Bitumen (VG-30)) | 1,462.5 | M2 | 50 ₹73,125 Lowest | 105 ₹1,53,562.5 | 120 ₹1,75,500 |
| 1.07 | Hard Shoulders (Construction of hard shoulder with improved soil having CBR value not less than 12 inclusive of all leads and lifts providing 4% camber I/c operations like watering, rolling and compaction etc.) | 436.8 | M3 | 367 ₹1,60,305.6 | 225 ₹98,280 Lowest | 300 ₹1,31,040 |
| 1.08 | Exacavation (Excavation in Soil/ash/loose boulder using Hydraulic Excavator and Tippers with disposal upto 1000 metres.Excavation for roadwork in soil/ash/loose boulder with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m) | 350 | M3 | 80 ₹28,000 Lowest | 140 ₹49,000 | 120 ₹42,000 |
| 1.09 | Preparation & Consolidation of subgrade (Preparation and consolidation of sub grade with power road roller of
8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.) | 2,730 | M2 | 40 ₹1,09,200 Lowest | 55 ₹1,50,150 | 120 ₹3,27,600 |
Tender Value
Refer Docs
Closing Date
6 Sept 2025, 6:00 pmClosed
Sibasish Gautam
Jhabua Power Limited PO Barela Tehsil Ghansore District Seoni State Madhya Pradesh India Pin 480997
Construction of Bitumen Road from Switchyard to Barela Gate at Jhabua Power Limited
2025_JPL_246708_1
JPL-CnM-LT-2025-1200008168
Limited
Civil Works
Lump-sum
120 days
Jhabua Power Limited, Seoni MP
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
Exempted
10 Sept 2025
27 Aug 2025
8 Sept 2025
27 Aug 2025
6 Sept 2025
27 Aug 2025
27 Aug 2025 - 2 Sept 2025
Amount
Construction of Bitumen Road from Switch Yard to Barela gate
Scarify (Scarifying the existing Bituminous road/Kaccha Road surface up to a depth of 50 mm and disposal of scarified material as directed by Engineer-in-Charge with a lift upto 3 m)
WMM (Providing, laying, spreading and compacting stone aggregates of specific sizes to water mix macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3)
Prime Coat (Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means)
Tack Coat (Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.325 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom)
20 mm PMC (Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm size @ 0.18 cum per 10 sqm & 11.2 mm size @ 0.09 cum per 10 sqm aggregates using penetration grade/modified bitumen @ 14.6 kg/10sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A , Type B or Type C)
Seal coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C (Case - II : Type B, Bitumen (VG-30))
Hard Shoulders (Construction of hard shoulder with improved soil having CBR value not less than 12 inclusive of all leads and lifts providing 4% camber I/c operations like watering, rolling and compaction etc.)
Exacavation (Excavation in Soil/ash/loose boulder using Hydraulic Excavator and Tippers with disposal upto 1000 metres.Excavation for roadwork in soil/ash/loose boulder with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m)
Preparation & Consolidation of subgrade (Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.)
SAI CONSTRACTION (BID ID -896897)
V TRADERS (BID ID -896928)
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