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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 CrAccepted-AOC MUMBAI 400074 ACHARYA COOMERCIAL SHOPPING CENTRE 119 1ST FLOOR ACHARYA COMMERCIAL AND SHOPPING CENTRE DR C G ROAD NEAR BASANT CINEMA CHEMBUR MUMBAI 400074 DR C G ROAD | MUMBAI SUBURBAN | MAHARASHTRA | 400074 | ₹11.8 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹13.0 Cr+₹1.2 Cr (10.0%)Rejected-Finance FLAT NO 1202 BUILDING MYSTIC MERIDIAN SECTOR 27 NEAR PRESENTATION SCHOOL NERUL NAVI MUMBAI 400706 | NAVI MUMBAI | THANE | MAHARASHTRA | 400706 | ₹13.0 Cr+₹1.2 Cr (10.0%) | L2 | Rejected-Finance Being L2 |
| Sl No | Description | Qty | Unit | ANUBHAV ENGINEERING COMPANY L1 | A B Swamy and Associates L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared as per specifications and as directed by the Engineer-in-charge. | 16,000 | SqM | 30 ₹4,80,000 Lowest | 125 ₹20,00,000 |
| 2.00 | Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 M lead as per direction of Engineer-in-charge. | 30 | CuM | 700 ₹21,000 Lowest | 800 ₹24,000 |
| 3.00 | Raking out joints in brick work / RR masonry work in cement mortar and preparing the surface for re-pointing or replastering including disposal of rubbish to the dumping ground within 200 metres lead | 10,000 | SqM | 175 ₹17,50,000 Lowest | 300 ₹30,00,000 |
| 4.00 | Demolishing Stone rubble masonry (In cement mortar) manually / by mechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge. | 1,800 | CuM | 500 ₹9,00,000 Lowest | 700 ₹12,60,000 |
| 5.00 | Dismantling steel work in single sections including dismantling and stacking within 100 m lead In R.S Joists, Angles etc. | 8.5 | MT | 13,000 ₹1,10,500 Lowest | 15,000 ₹1,27,500 |
| 6.00 | Dismantling barbed wire / flexible wire rope in fencing including making rolls and stacking within 100 m lead | 6,000 | Kg | 50 ₹3,00,000 Lowest | 75 ₹4,50,000 |
| 7.00 | Earth 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 (a) From 0.00 to 1.50 m depth from Average Ground Level | 2,300 | CuM | 600 ₹13,80,000 | 500 ₹11,50,000 Lowest |
| 8.00 | Earth 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 (a) From 1.50 to 3.00 m depth from Average Ground Level | 800 | CuM | 650 ₹5,20,000 | 550 ₹4,40,000 Lowest |
| 9.00 | Earth 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 | 300 | CuM | 700 ₹2,10,000 | 600 ₹1,80,000 Lowest |
| 10.00 | Earth 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. (a) From 0.00 to 1.50 m depth from Average Ground Level | 100 | CuM | 1,200 ₹1,20,000 | 1,100 ₹1,10,000 Lowest |
Tender Value
₹10.8 Cr
EMD Value
₹22.7 L
Closing Date
25 Feb 2026, 3:00 pmClosed
Chief Engineer, CED
CED, BARC, Trombay, Mumbai- 400085
Construction of new boundary wall and strengthening of existing RR boundary wall in western sector and various places inside BARC, Trombay
2026_BARC_894696_1
BARC/CED/ET/77/2025-2026 Dated 15/01/2026
Open Tender
Civil Works
Item Rate
730 days
BARC, Trombay, Mumbai.
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹22.7 L
CED, BARC, Trombay, Mumbai- 400085
17 Sept 2026
20 Jan 2026
2 Mar 2026
20 Jan 2026
25 Feb 2026
5 Feb 2026
20 Jan 2026 - 27 Jan 2026
28 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared as per specifications and as directed by the Engineer-in-charge. | 16,000 | SqM | - | - |
| 2 | Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 M lead as per direction of Engineer-in-charge. | 30 | CuM | - | - |
| 3 | Raking out joints in brick work / RR masonry work in cement mortar and preparing the surface for re-pointing or replastering including disposal of rubbish to the dumping ground within 200 metres lead | 10,000 | SqM | - | - |
| 4 | Demolishing Stone rubble masonry (In cement mortar) manually / by mechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge. | 1,800 | CuM | - | - |
| 5 | Dismantling steel work in single sections including dismantling and stacking within 100 m lead In R.S Joists, Angles etc. | 8.5 | MT | - | - |
| 6 | Dismantling barbed wire / flexible wire rope in fencing including making rolls and stacking within 100 m lead | 6,000 | Kg | - | - |
| 7 | Earth 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 (a) From 0.00 to 1.50 m depth from Average Ground Level | 2,300 | CuM | - | - |
| 8 | Earth 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 (a) From 1.50 to 3.00 m depth from Average Ground Level | 800 | CuM | - | - |
| 9 | Earth 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 | 300 | CuM | - | - |
| 10 | Earth 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. (a) From 0.00 to 1.50 m depth from Average Ground Level | 100 | CuM | - | - |
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