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Tender Value
₹9.2 Cr
EMD Value
₹20.9 L
Closing Date
24 Jul 2026, 3:00 pm
Chief Engineer, CED
CED, BARC, Trombay, Mumbai.
Slope Protection and Stabilization Works at Bharat Nagar and Vishnu Nagar, Trombay, Mumbai.
2026_BARC_913814_1
BARC/CED/ET/26/2026-2027 Date 16/06/2026
Open Tender
Civil Works
540 days
Bharat Nagar and Vishnu Nagar, Trombay, Mumbai
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹20.9 L
Yes
CED, BARC, Trombay, Mumbai
22 Jun 2026
22 Jun 2026
29 Jul 2026
22 Jun 2026
24 Jul 2026
10 Jul 2026
22 Jun 2026 - 1 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Section A - Site Clearance work: Scrubbing loose boulders on the surface, collecting the loose boulders at the bottom of slope including all lifts & machinery etc complete and disposing of material from hill slope within lead of 50 mtrs as directed by Engineer - in - charge. | 702 | SqM | - | - |
| 2Earth 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. | |||||
| 2.1 | From 0.00 to 1.50 m depth from avg. Ground Level | 629 | CuM | - | - |
| 2.2 | from 1.50 m to 3.00 m depth from avg. Ground Level | 40 | CuM | - | - |
| 3Earth 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. (a) From 0.00 to 1.50 m depth from Average Ground Level | |||||
| 3.1 | From 0.00 to 1.50 m depth from avg. Ground Level | 20 | CuM | - | - |
| 4 | Lead chargesfor Soil for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc.
Note: The rates in respect of above items are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil from corresponding STACK / TRUCK Measurement. | 629 | CuM | - | - |
| 5 | Lead charges for Soil for Lead exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc.
Note: | 629 | CuM | - | - |
| 6 | Granular Material filling of specified thickness of 1000 mm in layers of not more than150mm thickness including supplying required materials and consolidation etc.complete ( with a lead of up to 10 Km) | 100 | CuM | - | - |
| 7 | Supply and installation of Self driven Rock anchor made of 40CR material with outer dia of 38 mm and inner dia of 19 mm, Yield Load Carrying Capacity of Minimum 400 KN in soil/overburden/rock suitable for drilling placing and cement grouting with all accessories such as 76 mm dia drill bit, couplers, 10mm thick base plate and nut and bolt complete in all respect but excluding the cost of cement grouting which will be paid extra as per relevant BOQ item | 6,726 | RM | - | - |
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BOQ_960335.xls
BOQ • 0.27 MB
LetterofTransmittalET26.pdf
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