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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹40.7 LAdmitted-Finance | ₹40.7 L | Admitted-Finance |
| 2 | ₹45.3 LAdmitted-Finance | ₹45.3 L | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical 129 SITA SADAN ADARSH NAGAR NARMADA ROAD JABALPUR MADHYA PRADESH 482001 | JABALPUR | MADHYA PRADESH | 482001 | - | Not Admitted-Fee/PreQual/Technical Others-EMD as per tender not paid |
| Sl No | Description | Qty | Unit | J P CONSTRUCTION | V TRADERS |
|---|---|---|---|---|---|
| 1.00Refer detailed break with dimensions up in SoW | |||||
| 1.01 | 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 upto 50 m and lift upto 1.5 m. Tower no. 187 + Tower no. 192 | 2,862 | Cum | 4,14,990 ₹4.9 L | 6,80,440.5 ₹8.0 L |
| 1.02 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) - Including Royalty - Tower no. 187 + Tower no. 192 | 181.91 | Cum | 10,73,269 ₹12.7 L | 7,27,458.09 ₹8.6 L |
| 1.03 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.(Including Royalty) - Tower no. 187 + Tower no. 192 | 274.62 | Cum | 2,23,266.06 ₹2.6 L | 2,74,620 ₹3.2 L |
| 1.04 | Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately). Tower no. 187 + Tower no. 192 | 1,194 | Sqm | 6,38,790 ₹7.5 L | 5,97,000 ₹7.0 L |
| 1.05 | 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 - Tower 192 | 84 | Cum | 5,96,400 ₹7.0 L | 4,20,000 ₹5.0 L |
| 1.06 | 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 - Tower no. 187 + Tower no. 192 | 9.36 | Cum | 55,738.8 ₹65,771.78 | 44,928 ₹53,015.04 |
| 1.07 | TMT - Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. - Tower no. 187 + Tower no. 192 | 8,400 | KG | 7,30,800 ₹8.6 L | 5,46,000 ₹6.4 L |
| 1.08 | 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 engineer at site. - Tower no. 192 | 269.44 | Sqm | 84,334.72 ₹99,514.97 | 1,18,014.72 ₹1.4 L |
| 1.09 | 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. - Tower no. 187 + Tower no. 192 | 940 | Sqm | 10,340 ₹12,201.20 | 28,200 ₹33,276 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
13 Dec 2025, 5:00 pmClosed
Sameer Kher
NTPCJPL
Strengthening and Repair of Transmission Tower Foundations No 187 192
2025_JPL_257281_1
JPLCnMLT25261200008369
Limited
Miscellaneous Services
135 days
NTPCJPL
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹50,000
Yes
Tower location and plant
31 Dec 2025
29 Nov 2025
15 Dec 2025
29 Nov 2025
13 Dec 2025
30 Nov 2025
29 Nov 2025 - 12 Dec 2025
3 Dec 2025
Refer detailed break with dimensions up in SoW
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 upto 50 m and lift upto 1.5 m. Tower no. 187 + Tower no. 192
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) - Including Royalty - Tower no. 187 + Tower no. 192
Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.(Including Royalty) - Tower no. 187 + Tower no. 192
Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately). Tower no. 187 + Tower no. 192
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 - Tower 192
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 - Tower no. 187 + Tower no. 192
TMT - Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. - Tower no. 187 + Tower no. 192
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 engineer at site. - Tower no. 192
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. - Tower no. 187 + Tower no. 192
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) - Tower no.192
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