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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-Finance | ₹11.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹11.8 L+₹950 (0.08%)Accepted-Finance | ₹11.8 L+₹950 (0.08%) | L2 | Accepted-Finance L2 |
| 3 | L3₹11.9 L+₹16,879.76 (1.43%)Accepted-Finance | ₹11.9 L+₹16,879.76 (1.43%) | L3 | Accepted-Finance L3 |
| 4 | L4₹13.7 L+₹1.9 L (16.5%)Accepted-Finance | ₹13.7 L+₹1.9 L (16.5%) | L4 | Accepted-Finance L4 |
| Sl No | Description | Qty | Unit | SANJAY H. AGRAWAL L1 | N H CONSTRUCTION COMPANY L2 | Altaf Yusuf Khan L4 | ATUL WAMANRAO GADIKAR L3 |
|---|---|---|---|---|---|---|---|
| 1.00Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in charge. | |||||||
| 1.01 | In cement mortar | 0.5 | Cum | 1,500 ₹750 | 800 ₹400 Lowest | 1,200 ₹600 | 2,200 ₹1,100 |
| 2.00Demolishing cement concrete manually/ by mechanical means including refiling and disposal of material within 50 metres lead as per direction of Engineer - in - charge. | |||||||
| 2.01 | 1:3:6 or richer mix | 2 | Cum | 1,700 ₹3,400 | 1,200 ₹2,400 Lowest | 1,800 ₹3,600 | 2,410 ₹4,820 |
| 3.00Trimming of the tree branches (above ground level and up to the height of two stroy building) by mechanical /manual means which are causing damage to the adjacent structure and the branches which are about to fall including stacking of the cut branches in the premises with a lead and lift up to 100 m etc. complete as per the direction of the Engineer in charge. | |||||||
| 3.01 | Branches of diameter up to 100 mm | 5 | Sqm | 100 ₹500 Lowest | 300 ₹1,500 | 150 ₹750 | 305.05 ₹1,525.25 |
| 3.02 | Branches of diameter up to 200 mm | 5 | Sqm | 200 ₹1,000 Lowest | 400 ₹2,000 | 200 ₹1,000 Lowest | 401.1 ₹2,005.5 |
| 4.00Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in substructure all upto plinth level : | |||||||
| 4.01 | Cement mortar 1:4 (1 cement : 4coarse sand) | 5 | Cum | 6,200 ₹31,000 Lowest | 7,500 ₹37,500 | 7,500 ₹37,500 | 7,100.1 ₹35,500.5 |
| 5.00Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : | |||||||
Tender Value
₹14.0 L
EMD Value
₹28,500
Closing Date
23 Jun 2026, 6:00 pmClosed
Head ESU
CSIR NEERI Nehru Marg Nagpur 440020
Civil Work
2026_CSIR_280267_1
50(53)/2024-25/W
Open Tender
Civil Works
Works
150 days
CSIR NEERI Nagpur
As per NIT
2 documents required · 2 mandatory
₹0
₹28,500
14 Jul 2026
9 Jun 2026
25 Jun 2026
9 Jun 2026
23 Jun 2026
9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in charge. | |||||
| 1.01 | In cement mortar | 0.5 | Cum | - | - |
| 2Demolishing cement concrete manually/ by mechanical means including refiling and disposal of material within 50 metres lead as per direction of Engineer - in - charge. | |||||
| 2.01 | 1:3:6 or richer mix | 2 | Cum | - | - |
| 3Trimming of the tree branches (above ground level and up to the height of two stroy building) by mechanical /manual means which are causing damage to the adjacent structure and the branches which are about to fall including stacking of the cut branches in the premises with a lead and lift up to 100 m etc. complete as per the direction of the Engineer in charge. | |||||
| 3.01 | Branches of diameter up to 100 mm | 5 | Sqm | - | - |
| 3.02 | Branches of diameter up to 200 mm | 5 | Sqm | - | - |
| 4Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in substructure all upto plinth level : | |||||
| 4.01 | Cement mortar 1:4 (1 cement : 4coarse sand) | 5 | Cum | - | - |
| 5Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : | |||||
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