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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹8.9 L+₹96,012 (12.1%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹9.5 L+₹1.6 L (19.7%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | V TRADERS L3 | SAI CONSTRACTION L1 | Jain Borewells And Drilling L2 |
|---|---|---|---|---|---|---|
| 1.00Construction of High Light Mast foundations surrounding Ash Dyke-2 | ||||||
| 1.01 | Cleaning of jungle vegetation (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 moutside the periphery of the area cleared.) | 320 | M2 | 5 ₹1,600 Lowest | 10 ₹3,200 | 50 ₹16,000 |
| 1.02 | Exacavation (Earthwork in excavation below ground level for foundation,trenches,piplines,storm water drains etc. including setting out,clearing & grubbing,removal odf debris ,dewatering if required,strutting,shoring/sheet piling if required,dressing the sides,levelling to grade and ramming the bottom,stacking/disposal of surplus excavated material within alead of 1.0 km etc complete for all types of soils including ash,laterite,murrum,weathered rock,decomposed rock,soft rock etc which can beexcavated by means of crow bar,pick axe etc but does not required chiselling or blasting.) | 221.88 | M3 | 130 ₹28,843.75 | 100 ₹22,187.5 Lowest | 140 ₹31,062.5 |
| 1.03 | Excavation in hard rock (Earth work in hard rock 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)) | 150 | M3 | 2,000 ₹3,00,000 | 1,500 ₹2,25,000 | 1,340 ₹2,01,000 Lowest |
| 1.04 | PCC 1:2:4 (PCC 1:2:4- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level) | 8.4 | M3 | 5,200 ₹43,706 | 4,600 ₹38,663 | 4,000 ₹33,620 Lowest |
| 1.05 | RCC M 25 (R.C.C M-25 Grade : Reinforced cement concrete work in Raft & walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement) | 46 | M3 | 7,000 ₹3,22,000 | 6,000 ₹2,76,000 | 4,800 ₹2,20,800 Lowest |
| 1.06 | Shuttering (Centring, shuttering including struting, propping etc. and removal of form sides of for any thickness of rectangular drain, box culvert, pipe culvert etc. all complete as per specification, dwg and direction of 5 engineer at site.) | 74 | M2 | 500 ₹37,000 | 500 ₹37,000 | 320 ₹23,680 Lowest |
| 1.07 | Reinforecement work (TMT - Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level. (Reinforcement free provided by Client at store)UNLOADING & TRANSPORTATION IN SCOPE OF VENDOR.) | 3 | MT | 15,000 ₹45,000 Lowest | 15,000 ₹45,000 Lowest | 70,000 ₹2,10,000 |
| 1.08 | Backfilling (Backfill using excavated material in drains, trenches in layers not exceeding 200 mm loose thikness or Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.) | 90 | M3 | 180 ₹16,200 | 300 ₹27,000 | 110 ₹9,900 Lowest |
| 1.09 | Builtup section bolts (Providing, supplying and fixing steel work welded in built up sections -16 dia MS foundation bolt with base plate.) | 1.2 | MT | 1,30,000 ₹1,56,000 | 1,00,000 ₹1,20,000 Lowest | 1,20,000 ₹1,44,000 |
Tender Value
Refer Docs
Closing Date
12 Sept 2025, 4:00 pmClosed
Sibasish Gautam
Jhabua Power Limited PO Barela Tehsil Ghansore District Seoni State Madhya Pradesh India Pin 480997
Construction of High Mast Post foundations in Ash Dyke 2 at Jhabua Power Limited
2025_JPL_247279_1
JPL-CnM-LT-2025-1200008188
Limited
Civil Works
Lump-sum
120 days
Jhabua Power Limited, MP
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
Exempted
18 Sept 2025
2 Sept 2025
13 Sept 2025
2 Sept 2025
12 Sept 2025
2 Sept 2025
2 Sept 2025 - 6 Sept 2025
Amount
Construction of High Light Mast foundations surrounding Ash Dyke-2
Cleaning of jungle vegetation (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 moutside the periphery of the area cleared.)
Exacavation (Earthwork in excavation below ground level for foundation,trenches,piplines,storm water drains etc. including setting out,clearing & grubbing,removal odf debris ,dewatering if required,strutting,shoring/sheet piling if required,dressing the sides,levelling to grade and ramming the bottom,stacking/disposal of surplus excavated material within alead of 1.0 km etc complete for all types of soils including ash,laterite,murrum,weathered rock,decomposed rock,soft rock etc which can beexcavated by means of crow bar,pick axe etc but does not required chiselling or blasting.)
Excavation in hard rock (Earth work in hard rock 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))
PCC 1:2:4 (PCC 1:2:4- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level)
RCC M 25 (R.C.C M-25 Grade : Reinforced cement concrete work in Raft & walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement)
Shuttering (Centring, shuttering including struting, propping etc. and removal of form sides of for any thickness of rectangular drain, box culvert, pipe culvert etc. all complete as per specification, dwg and direction of 5 engineer at site.)
Reinforecement work (TMT - Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level. (Reinforcement free provided by Client at store)UNLOADING & TRANSPORTATION IN SCOPE OF VENDOR.)
Backfilling (Backfill using excavated material in drains, trenches in layers not exceeding 200 mm loose thikness or Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.)
Builtup section bolts (Providing, supplying and fixing steel work welded in built up sections -16 dia MS foundation bolt with base plate.)
Jain Borewells And Drilling (BID ID -899709)
V TRADERS (BID ID -899794)
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