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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-AOC ROMA BANJARA TANDA CHS BUILDING NO 1 ROOM NO 506 MANKHURD W MUMBAI 400 043 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400043 | ₹3.2 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹3.7 CrRejected-Finance 0 73 JONSTONGANJ ALLAHABAD ALLAHABAD UTTAR PRADESH 211003 | PRAYAGRAJ | UTTAR PRADESH | 211003 | ₹3.7 Cr | L2 | Rejected-Finance Being L2 |
| Sl No | Description | Qty | Unit | Shree Enterprises L2 | SUNIL CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00Earth 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. | |||||
| 1.10 | From 0.00 to 1.50 m depth from Average Ground Level | 500 | CuM | 900 ₹4.5 L | 800 ₹4 L |
| 1.20 | From 1.50 to 3.00m depth from Average Ground Level | 400 | CuM | 800 ₹3.2 L | 850 ₹3.4 L |
| 2.00Earth 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. | |||||
| 2.10 | From 0.00 to 1.50 m depth from Average Ground Level | 60 | CuM | 100 ₹6,000 | 900 ₹54,000 |
| 2.20 | From 1.50 to 3.00m depth from Average Ground Level | 60 | CuM | 100 ₹6,000 | 950 ₹57,000 |
| 3.00Earth work excavation in foundation in Hard Rock by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc.complete all as per specifications and as directed by the Engineer-in-Charge. | |||||
| 3.10 | From 0.00 to 1.50 m depth from Average Ground Level | 30 | CuM | 50 ₹1,500 | 2,500 ₹75,000 |
| 3.20 | From 1.50 to 3.00m depth from Average Ground Level | 30 | CuM | 50 ₹1,500 | 3,000 ₹90,000 |
| 4.00Lead charges for lead exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc.Note: The rates in respect of this item is applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 50% in respect of Rock from corresponding STACK / TRUCK Measurement. | |||||
Tender Value
₹3.1 Cr
EMD Value
₹7.3 L
Closing Date
13 Oct 2025, 3:00 pmClosed
Chief Engineer, CED
CED, BARC, Trombay, Mumbai
Construction of 6 Watch Towers at various locations at Gadkari hill inside BARC, Trombay, Mumbai
2025_BARC_876563_1
BARC/CED/ET/30/2025-2026 Dated 28/08/2025
Open Tender
Civil Works
546 days
BARC, Trombay, Mumbai.
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹7.3 L
CED, BARC, Trombay, Mumbai
11 May 2026
9 Sept 2025
16 Oct 2025
9 Sept 2025
13 Oct 2025
23 Sept 2025
9 Sept 2025 - 15 Sept 2025
16 Sept 2025
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