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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC | ₹2.9 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹3.3 Cr+₹34.9 L (12.0%)Rejected-Finance | ₹3.3 Cr+₹34.9 L (12.0%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹3.3 Cr+₹36.3 L (12.5%)Rejected-Finance SHOP NO 14 VIRAL APARTMENT OPP SHOPPERS STOP S V ROAD ANDHERI W MUMBAI 400 058 | MUMBAI SUBURBAN | MAHARASHTRA | 400058 | ₹3.3 Cr+₹36.3 L (12.5%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹3.6 Cr+₹65.2 L (22.4%)Rejected-Finance | ₹3.6 Cr+₹65.2 L (22.4%) | L4 | Rejected-Finance Being L4 |
| Sl No | Description | Qty | Unit | NAVBHARAT CONSTRUCTIONS L2 | Bharat Construction Company (Bombay) L3 | Jayesh Prakash Sawant L4 | YASHRAJ INFRASTRUCTURE L1 |
|---|---|---|---|---|---|---|---|
| 1.00Dismantling Bituminous road including stacking of serviceable materials and disposal of unserviceable materials within 200 m lead. | |||||||
| 1.10 | Bituminous Road | 25 | CuM | 300 ₹7,500 Lowest | 999 ₹24,975 | 1,200 ₹30,000 | 500 ₹12,500 |
| 2.00 | 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. | 100 | CuM | 200 ₹20,000 Lowest | 459 ₹45,900 | 850 ₹85,000 | 250 ₹25,000 |
| 3.00FORMING EMBANKMENTS for all height above ground level with selected approved soil, in layers not exceeding 150 mm thick including breaking clods, watering, rolling each layer with power roller of minimum 8 tonnes capacity & rolling every 3rd & top most layer with power roller of minimum 8 tonnes capacity to attain atleast 90% of the proctor density, dressing the sides & top to the required profile & grade etc. complete. | |||||||
| 3.10 | with earth available from excavations within a lead of 5 km. by mechanical Transport inside BARC . | 100 | CuM | 150 ₹15,000 Lowest | 459 ₹45,900 | 250 ₹25,000 | 650 ₹65,000 |
| 4.00 | Preparation and consolidation of sub-grade (Proof Rolling) with power roller of 8 to 10T capacity including excavating earth to an average thickness of 22.5 cms depth, dressing to camber and consolidating with road roller including making good the undulations etc. and rerolling the subgrade and disposal of surplus earth within a lead of 200 m. | 1,500 | SqM | 25 ₹37,500 | 72 ₹1,08,000 | 55 ₹82,500 | 18 ₹27,000 Lowest |
| 5.00 | Providing and laying, spreading and compacting granular sub-base (GSB) material 300 mm thick (150 mm thick in each layer) compacted layer of crushed sand, murrum, gravel crushed stone and combination there of as per specification including spreading on the prepared sub grade, maintaining the required slope and grade and cross fall (camber) etc. complete as directed by the Engineer-in-charge (Compacted thickness only will be measured and paid for.) | 250 | CuM | 2,000 ₹5,00,000 Lowest | 2,970 ₹7,42,500 | 2,300 ₹5,75,000 | 2,300 ₹5,75,000 |
| 6.00 | Providing, laying, spreading and compacting hand broken/ crushed stone aggregate, 250 mm thick Wet Mix Macadam including premixing of material with water in mixing plant for Wet Mix Macadam, carriage of mixed material by tipers to the site and laying material in uniform thickness and laying by mechanical paver including rolling with road roller 8.10 tonne capacity in stages to proper grade and camber spreading and brooming etc. complete as directed by the Engineer-in-Charge (Compacted thickness only will be measured and paid for.) | 250 | CuM | 3,000 ₹7,50,000 | 3,333 ₹8,33,250 | 2,400 ₹6,00,000 Lowest | 2,450 ₹6,12,500 |
| 7.00 | Providing and applying tack coat using hot straight run bitumen of grade 60/70 (VG 20) including heating the bitumen, spraying the bitumen mechanically / manually, cleaning and preparing the existing road surface as per specifications On WBM / WMM @ 0.75 kg / sqm. | 3,000 | SqM | 55 ₹1,65,000 Lowest | 72 ₹2,16,000 | 90 ₹2,70,000 | 55 ₹1,65,000 Lowest |
| 8.00 | Providing and applying tack coat using hot straight run bitumen of grade 60/70 (VG 20) including heating the bitumen, spraying the bitumen mechanically / manually, cleaning and preparing the existing road surface as per specifications On bituminous surface @ 0.50 kg / sqm. | 57,000 | SqM | 35 ₹19,95,000 Lowest | 54 ₹30,78,000 | 50 ₹28,50,000 | 35 ₹19,95,000 Lowest |
Tender Value
₹3.5 Cr
EMD Value
₹8.4 L
Closing Date
6 Mar 2026, 3:00 pmClosed
Chief Engineer, CED
CED, BARC, Trombay, Mumbai- 400085
Construction and re-surfacing of Road from PP Fencing gate to TVS rear gate and various locations inside BARC, Trombay, Mumbai.
2026_BARC_896918_1
BARC/CED/ET/80/2025-2026 Dated 02/02/2026
Open Tender
Civil Works
Item Rate
365 days
BARC, Trombay, Mumbai.
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹8.4 L
CED, BARC, Trombay, Mumbai- 400085
22 Jul 2026
4 Feb 2026
11 Mar 2026
4 Feb 2026
6 Mar 2026
17 Feb 2026
4 Feb 2026 - 10 Feb 2026
11 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Dismantling Bituminous road including stacking of serviceable materials and disposal of unserviceable materials within 200 m lead. | |||||
| 1.1 | Bituminous Road | 25 | CuM | - | - |
| 2 | 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. | 100 | CuM | - | - |
| 3FORMING EMBANKMENTS for all height above ground level with selected approved soil, in layers not exceeding 150 mm thick including breaking clods, watering, rolling each layer with power roller of minimum 8 tonnes capacity & rolling every 3rd & top most layer with power roller of minimum 8 tonnes capacity to attain atleast 90% of the proctor density, dressing the sides & top to the required profile & grade etc. complete. | |||||
| 3.1 | with earth available from excavations within a lead of 5 km. by mechanical Transport inside BARC . | 100 | CuM | - | - |
| 4 | Preparation and consolidation of sub-grade (Proof Rolling) with power roller of 8 to 10T capacity including excavating earth to an average thickness of 22.5 cms depth, dressing to camber and consolidating with road roller including making good the undulations etc. and rerolling the subgrade and disposal of surplus earth within a lead of 200 m. | 1,500 | SqM | - | - |
| 5 | Providing and laying, spreading and compacting granular sub-base (GSB) material 300 mm thick (150 mm thick in each layer) compacted layer of crushed sand, murrum, gravel crushed stone and combination there of as per specification including spreading on the prepared sub grade, maintaining the required slope and grade and cross fall (camber) etc. complete as directed by the Engineer-in-charge (Compacted thickness only will be measured and paid for.) | 250 | CuM | - | - |
| 6 | Providing, laying, spreading and compacting hand broken/ crushed stone aggregate, 250 mm thick Wet Mix Macadam including premixing of material with water in mixing plant for Wet Mix Macadam, carriage of mixed material by tipers to the site and laying material in uniform thickness and laying by mechanical paver including rolling with road roller 8.10 tonne capacity in stages to proper grade and camber spreading and brooming etc. complete as directed by the Engineer-in-Charge (Compacted thickness only will be measured and paid for.) | 250 | CuM | - | - |
| 7 | Providing and applying tack coat using hot straight run bitumen of grade 60/70 (VG 20) including heating the bitumen, spraying the bitumen mechanically / manually, cleaning and preparing the existing road surface as per specifications On WBM / WMM @ 0.75 kg / sqm. | 3,000 | SqM | - | - |
| 8 | Providing and applying tack coat using hot straight run bitumen of grade 60/70 (VG 20) including heating the bitumen, spraying the bitumen mechanically / manually, cleaning and preparing the existing road surface as per specifications On bituminous surface @ 0.50 kg / sqm. | 57,000 | SqM | - | - |
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