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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.2 LAccepted-AOC | ₹22.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹27.3 L+₹5.1 L (23.1%)Rejected-Finance | ₹27.3 L+₹5.1 L (23.1%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | V SIVA KUMAR L2 | INNOVA CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00EARTH WORK | |||||
| 1.10 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 324 | Cum | 500 ₹1,62,000 | 400 ₹1,29,600 Lowest |
| 1.20 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif. | 28 | Cum | 100 ₹2,800 Lowest | 130 ₹3,640 |
| 1.30 | Extra for every additional lif of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 202 | Cum | 500 ₹1,01,000 | 80 ₹16,160 Lowest |
| 2.00CEMENT CONCRETE (CAST IN SITU) | |||||
| 2.10 | Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth 1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 17 | Cum | 6,000 ₹1,02,000 | 4,000 ₹68,000 Lowest |
| 3.00REINFORCED CEMENT CONCRETE | |||||
| 3.11 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 161 | Sqm | 1,000 ₹1,61,000 | 800 ₹1,28,800 Lowest |
| 3.12 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | 65 | Sqm | 800 ₹52,000 | 710 ₹46,150 Lowest |
| 3.20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 9,000 | Kg | 110 ₹9,90,000 | 89 ₹8,01,000 Lowest |
Tender Value
₹28.2 L
EMD Value
₹57,000
Closing Date
27 Apr 2026, 3:00 pmClosed
THE DIRECTOR
CSIR - NAL, KODIHALLI, BENGALURU
Construction of RCC Sump (2nos) near Canteen at Kodihalli campus
2026_CSIR_274972_1
NAL/01/EBU-KH/2026-27
Open Tender
Civil Works
Item Rate
120 days
CSIR - NATIONAL AEROSPACE LABORATORIES
Please refer tender documents
10 documents required · 10 mandatory
₹500
DIRECTOR, CSIR-NAL, BENGALURU
₹57,000
1 Sept 2026
17 Apr 2026
28 Apr 2026
17 Apr 2026
27 Apr 2026
17 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1EARTH WORK | |||||
| 1.1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 324 | Cum | - | - |
| 1.2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif. | 28 | Cum | - | - |
| 1.3 | Extra for every additional lif of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 202 | Cum | - | - |
| 2CEMENT CONCRETE (CAST IN SITU) | |||||
| 2.1 | Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth 1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 17 | Cum | - | - |
| 3REINFORCED CEMENT CONCRETE | |||||
| 3.11 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 161 | Sqm | - | - |
| 3.12 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | 65 | Sqm | - | - |
| 3.2 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 9,000 | Kg | - | - |
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