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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 CrAdmitted-Finance 401 AMIT CRYSTAL ABOVE BANK OF BARODA SENAPATI BAPAT ROAD PUNE 411016 | PUNE | PUNE | MAHARASHTRA | 411016 | ₹14.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹14.6 Cr+₹45.5 L (3.22%)Admitted-Finance 43 TRIDEEP BUNGLOW MIDDLE CLASS HSG SOC NEXT TO ARYAN SCHOOL GROUND PALGHAR MAHARASHTRA | PALGHAR | PALGHAR | MAHARASHTRA | 401404 | ₹14.6 Cr+₹45.5 L (3.22%) | L2 | Admitted-Finance |
| 3 | L3₹16.8 Cr+₹2.7 Cr (19.1%)Admitted-Finance | ₹16.8 Cr+₹2.7 Cr (19.1%) | L3 | Admitted-Finance |
| 4 | L4₹19.3 Cr+₹5.2 Cr (36.8%)Admitted-Finance | ₹19.3 Cr+₹5.2 Cr (36.8%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | QUICK BUILDERS L4 | Shubham EPC Private Limited L1 | Shree Sai Contractors & Engineers L3 | DIPAK S PIMPLE ENGINEERS AND CONTRACTORS L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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 | 9 | m3 | 1,100 ₹9,900 | 1,000 ₹9,000 | 1,200 ₹10,800 | 70 ₹630 Lowest |
| 2.00 | 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 | 9 | m3 | 2,055 ₹18,495 | 1,200 ₹10,800 | 2,000 ₹18,000 | 297 ₹2,673 Lowest |
| 3.00 | Lead charges for Lead Exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking /levelling etc.as directed by engineer in cherge. Debris Beyond 1 Km but up to and including 2 km | 18 | m3 | 325 ₹5,850 | 100 ₹1,800 | 250 ₹4,500 | 59 ₹1,062 Lowest |
| 4.00 | Providing and laying in position PLUM Concrete with 70 % cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) and 30 % 150 to 230 mm size soling stones spreading uniformly as per directions of the Engineer-in-Charge including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering complete at all levels | 15 | m3 | 5,445 ₹81,675 | 4,500 ₹67,500 | 5,500 ₹82,500 | 3,499 ₹52,485 Lowest |
| 5.00Earth work excavation by mechanical means (Hydraulic excavator) or manual means in foundation or trenches, in ALL TYPES OF SOIL, murrum other than soft and hard rock, dressing the sides of foundation, ramming of bottom of foundations etc. including Clearing of the areas, removing of the existing grass, ground weeds, cutting and felling trees of any size of girth etc., shoring and dewatering (if necessary) and refilling around foundations and plinth with selected excavated earth in layers of not more than 250 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 500 m all as per specifications and as directed by the Engineer-in-charge . for depth from average ground level, | |||||||
| 5.10 | 0.00-1.50M depth from Average Ground Level | 6,121 | m3 | 525 ₹32,13,525 | 95 ₹5,81,495 | 350 ₹21,42,350 | 76 ₹4,65,196 Lowest |
| 5.20 | 1.50-3.00M depth from Average Ground Level | 4,590 | m3 | 605 ₹27,76,950 | 115 ₹5,27,850 | 350 ₹16,06,500 | 97 ₹4,45,230 Lowest |
| 5.30 | 3.00-4.50M depth from Average Ground Level | 2,430 | m3 | 695 ₹16,88,850 | 125 ₹3,03,750 | 350 ₹8,50,500 | 106 ₹2,57,580 Lowest |
| 5.40 | 4.50-6.00M depth from Average Ground Level | 557 | m3 | 785 ₹4,37,245 | 135 ₹75,195 | 350 ₹1,94,950 | 106 ₹59,042 Lowest |
| 6.00Earth work excavation by mechanical means (Hydraulic excavator) or manual means in foundation or trenches, in SOFT ROCK, dressing the sides of foundation, ramming of bottom of foundations etc., shoring and dewatering (if necessary) and refilling around foundations and plinth with selected excavated earth in layers of not more than 250 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 500 m all as per specifications and as directed by the Engineer-in-charge . for depth from average ground level, | |||||||
Tender Value
₹17.4 Cr
EMD Value
₹27.4 L
Closing Date
3 Dec 2022, 3:00 pmClosed
PM INRPO
PM, INRPO,BARC,Tarapur
Construction of Waste Processing Facilities at SWMF BARC Tarapur
2022_NRB_720170_1
BARC/NRB/INRPO/SWMF43/2022/362
Open Tender
Civil Works
Works
630 days
BARC Tarapur
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹27.4 L
BARC,Tarapur
27 Jun 2023
4 Nov 2022
5 Dec 2022
4 Nov 2022
3 Dec 2022
18 Nov 2022
14 Nov 2022
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 9 | m3 | 550 | ₹4,950 |
| 2 | 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 | 9 | m3 | 550 | ₹4,950 |
| 3 | Lead charges for Lead Exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking /levelling etc.as directed by engineer in cherge. Debris Beyond 1 Km but up to and including 2 km | 18 | m3 | 550 | ₹9,900 |
| 4 | Providing and laying in position PLUM Concrete with 70 % cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) and 30 % 150 to 230 mm size soling stones spreading uniformly as per directions of the Engineer-in-Charge including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering complete at all levels | 15 | m3 | 550 | ₹8,250 |
| 5Earth work excavation by mechanical means (Hydraulic excavator) or manual means in foundation or trenches, in ALL TYPES OF SOIL, murrum other than soft and hard rock, dressing the sides of foundation, ramming of bottom of foundations etc. including Clearing of the areas, removing of the existing grass, ground weeds, cutting and felling trees of any size of girth etc., shoring and dewatering (if necessary) and refilling around foundations and plinth with selected excavated earth in layers of not more than 250 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 500 m all as per specifications and as directed by the Engineer-in-charge . for depth from average ground level, | |||||
| 5.1 | 0.00-1.50M depth from Average Ground Level | 6,121 | m3 | 550 | ₹33,66,550 |
| 5.2 | 1.50-3.00M depth from Average Ground Level | 4,590 | m3 | 550 | ₹25,24,500 |
| 5.3 | 3.00-4.50M depth from Average Ground Level | 2,430 | m3 | 550 | ₹13,36,500 |
| 5.4 | 4.50-6.00M depth from Average Ground Level | 557 | m3 | 550 | ₹3,06,350 |
| 6Earth work excavation by mechanical means (Hydraulic excavator) or manual means in foundation or trenches, in SOFT ROCK, dressing the sides of foundation, ramming of bottom of foundations etc., shoring and dewatering (if necessary) and refilling around foundations and plinth with selected excavated earth in layers of not more than 250 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 500 m all as per specifications and as directed by the Engineer-in-charge . for depth from average ground level, | |||||
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