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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.6 LAccepted-AOC 2 1ST FLOOR G BLOCK RANJIT STUDIO DADA SAHEB PHALKE ROAD DADAR MUMBAI MAHARASHTRA 400014 | MUMBAI | MUMBAI | MAHARASHTRA | 400014 | L1 | Accepted-AOC Work order awarded to L1 bidder |
| Sl No | Description | Qty | Unit | richi jain L1 |
|---|---|---|---|---|
| 1.00 | Dismantling of RCC works carefully manually without damaging adjacent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge | 25 | Cu.M | 2,300 ₹57,500 Lowest |
| 2.00 | Dismantling & refixing steel work in single sections including dismantling and stacking within 100 m lead In R.S Joists, Angles etc. | 0.33 | M.T. | 16,000 ₹5,280 Lowest |
| 3.00Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. | ||||
| 3.01 | From 0.00 to 1.50 m depth from average ground level | 360 | Cu.M | 390 ₹1,40,400 Lowest |
| 3.02 | Extra over initial depth for every additional Depth of 1.50 m or part thereof | 360 | Cu.M | 430 ₹1,54,800 Lowest |
| 4.00Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. | ||||
| 4.01 | Extra over initial depth for every additional Depth of 1.50 m or part thereof | 36 | Cu.M | 900 ₹32,400 Lowest |
| 5.00 | Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge | 37 | Cu.M | 11,100 ₹4,10,700 Lowest |
| 6.00 | Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. | 70 | Cu.M | 350 ₹24,500 Lowest |
| 7.00Supplying, stacking and laying of 230 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge Note : a) The contractor’s quoted rate for approved rubble brought from outside shall include the royalty as per the prevailing Government rates. Any increase in prevailing rate of Royalty shall be borne by the Contractor at no extra cost to the Owner. | ||||
Tender Value
₹70.7 L
EMD Value
₹1.4 L
Closing Date
31 Mar 2025, 5:00 pmClosed
Chief Superintendent TAPS 1 and 2
NPCIL, TMS, TARAPUR, PO_TAPP, Boisar _WR_, Dist. Palghar, Maharashtra 401 504.
Structural Repairs of switchyard cable trench using precast retaining walls and allied structures at TAPS 1and2, Plant Site.
2025_NPCIL_228164_1
TMS / CMM-WORKS / CIVIL-1and2 / 2025 / 2550
Open Tender
Civil Works
Item Rate
184 days
Works
As per NIT
4 documents required · 4 mandatory
₹0
₹1.4 L
3 Nov 2025
28 Feb 2025
3 Apr 2025
28 Feb 2025
31 Mar 2025
11 Mar 2025
28 Feb 2025 - 7 Mar 2025
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