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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.6 LAccepted-AOC | ₹17.6 L | 1 | Accepted-AOC L1 |
| 2 | 2₹18.7 L+₹1.1 L (6.42%)Rejected-Finance | ₹18.7 L+₹1.1 L (6.42%) | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | A N SRINIVAS L2 | INNOVA CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00CEMENT CONCRETE (CAST IN SITU) | |||||
| 1.10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) | 39 | Cum | 6,500 ₹2,53,500 | 4,400 ₹1,71,600 Lowest |
| 2.00STEEL WORK | |||||
| 2.10 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 4,895 | Kg | 133 ₹6,51,035 | 116 ₹5,67,820 Lowest |
| 3.00ROOFING | |||||
| 3.10 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 77 | Sqm | 800 ₹61,600 Lowest | 800 ₹61,600 Lowest |
| 4.00FINISHING | |||||
| 4.10 | 15 mm cement plaster on the rough side of single or half brick wall of mix: 1:4(1 cement: 4 fine sand) | 305 | Sqm | 470 ₹1,43,350 Lowest | 490 ₹1,49,450 |
| 5.00REPAIRS TO BUILDING | |||||
| 5.10 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. | 364 | Sqm | 350 ₹1,27,400 Lowest | 400 ₹1,45,600 |
Tender Value
₹20.0 L
EMD Value
₹40,100
Closing Date
27 Apr 2026, 3:00 pmClosed
THE DIRECTOR
CSIR - NAL, KODIHALLI, BENGALURU
Minor civil works and repairs at Staff quarters at Kodihalli campus, NAL (Re-tender)
2026_CSIR_275006_1
NAL/04/EBU-KH-SQ/2026-27
Open Tender
Civil Works
Item Rate
60 days
CSIR - NATIONAL AEROSPACE LABORATORIES
Please refer tender documents
10 documents required · 10 mandatory
₹500
DIRECTOR, CSIR-NAL, BENGALURU
₹40,100
3 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 |
|---|---|---|---|---|---|
| 1CEMENT CONCRETE (CAST IN SITU) | |||||
| 1.1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) | 39 | Cum | - | - |
| 2STEEL WORK | |||||
| 2.1 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 4,895 | Kg | - | - |
| 3ROOFING | |||||
| 3.1 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 77 | Sqm | - | - |
| 4FINISHING | |||||
| 4.1 | 15 mm cement plaster on the rough side of single or half brick wall of mix: 1:4(1 cement: 4 fine sand) | 305 | Sqm | - | - |
| 5REPAIRS TO BUILDING | |||||
| 5.1 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. | 364 | Sqm | - | - |
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