Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-AOC KALANAHALLI VILLAGE SHIVAKOTE POST HESARAGHATTA HOBLI BANGALORE NORTH BANGALORE 560089 | BANGALORE | BANGALORE NORTH | KARNATAKA | 560089 | ₹14.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹17.0 L+₹2.2 L (15.1%)Rejected-Finance 777 CHANDRA MOULESHWARA TEMPEL STREET BANGLORE URBAN KARNATAKA BANGALORE RURAL KARNATAKA 560088 | BENGALURU URBAN | KARNATAKA | 560088 | ₹17.0 L+₹2.2 L (15.1%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical similarly not meeting the technical requirement and not provided the Undertaking of completion of work within one month |
| 4 | Rejected-Technical | - | - | Rejected-Technical similarly not meeting the technical requirement |
| 5 | Rejected-Technical 22 21 KALENAHALLI SHIVAKOTE POST HESARAGHATTA HOBL BANGALORE 560089 | BANGALORE | BENGALURU URBAN | KARNATAKA | 560089 | - | - | Rejected-Technical EMD Not submitted |
| Sl No | Description | Qty | Unit | Sri Manjunatha Swamy Electricals L2 | G.Rajanna L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm indepth,1.5m in width as well as10 sqm on plan) including getting out and disposal of excavated earth lead up to 50m and lift up to 1.5m, as directed by Engineer-in-charge Ordinary rock | 200 | cum | 96,000 ₹1,13,280 | 60,000 ₹70,800 Lowest |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth. Consolidating each deposited layer by ramming and watering lead upto 50m and lift | 75 | cum | 15,750 ₹18,585 | 15,000 ₹17,700 Lowest |
| 3.00 | 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 III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) for base concrete and plinth protection | 28 | Cum | 1,84,800 ₹2,18,064 | 1,54,000 ₹1,81,720 Lowest |
| 4.00 | Centering and shuttering including strutting, propping, etc. and removal of form for Walls (any thickness) | 145 | Sqm | 1,30,500 ₹1,53,990 | 1,16,000 ₹1,36,880 Lowest |
| 5.00 | Centering and shuttering including strutting, propping etc., and removal of form work for flooring | 12 | Sqm | 11,400 ₹13,452 | 10,788 ₹12,729.84 Lowest |
| 6.00 | Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete-TMT bars | 2,300 | kg | 2,41,500 ₹2,84,970 | 2,07,000 ₹2,44,260 Lowest |
| 7.00 | Providing and laying in position machine batched (RMC), machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering, finishing and reinforcement including water proofing compound, admixtures in recommended proportions and pumping of laying curing.(as per IS 9103) to accelerate, retard setting of concrete improve workability without impairing strength and durability as per directions M-25 grade reinforced cement concrete for floors (including hunch) | 15.5 | cum | 1,70,500 ₹2,01,190 | 1,55,000 ₹1,82,900 Lowest |
| 8.00 | Providing and laying in position machine batched (RMC), machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering, finishing and reinforcement including water proofing compound, admixtures in recommended proportions and pumping of laying curing.(as per IS 9103) to accelerate, retard setting of concrete improve workability without impairing strength and durability as per directions M-25 grade reinforced cement concrete for walls | 15 | cum | 1,65,000 ₹1,94,700 | 1,50,000 ₹1,77,000 Lowest |
| 9.00 | Structural steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and enamel paint of Asian paints all complete | 775 | kgs | 1,47,250 ₹1,73,755 | 1,24,000 ₹1,46,320 Lowest |
| 10.00 | Providing and fixing precoated galvanized steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete as per approved sample for roof | 80 | Sqm | 57,920 ₹68,345.6 | 56,000 ₹66,080 Lowest |
Tender Value
Refer Docs
EMD Value
₹31,660
Closing Date
18 Feb 2026, 5:00 pmClosed
The Director
ICAR-IIHR, Bangalore
Construction of One Lakh lts RCC Sump tank for (Dimensions- Length-10m, Breadth-5m, Height-2m) at Block IV-ICAR-IIHR Bengaluru
2026_DARE_897653_1
5-97/2025-26/SP-BS/2858253
Open Tender
Civil Works
Works
60 days
ICAR-IIHR Bangalore
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹31,660
6 Jul 2026
9 Feb 2026
20 Feb 2026
9 Feb 2026
18 Feb 2026
9 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm indepth,1.5m in width as well as10 sqm on plan) including getting out and disposal of excavated earth lead up to 50m and lift up to 1.5m, as directed by Engineer-in-charge Ordinary rock | 200 | cum | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth. Consolidating each deposited layer by ramming and watering lead upto 50m and lift | 75 | cum | - | - |
| 3 | 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 III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) for base concrete and plinth protection | 28 | Cum | - | - |
| 4 | Centering and shuttering including strutting, propping, etc. and removal of form for Walls (any thickness) | 145 | Sqm | - | - |
| 5 | Centering and shuttering including strutting, propping etc., and removal of form work for flooring | 12 | Sqm | - | - |
| 6 | Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete-TMT bars | 2,300 | kg | - | - |
| 7 | Providing and laying in position machine batched (RMC), machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering, finishing and reinforcement including water proofing compound, admixtures in recommended proportions and pumping of laying curing.(as per IS 9103) to accelerate, retard setting of concrete improve workability without impairing strength and durability as per directions M-25 grade reinforced cement concrete for floors (including hunch) | 15.5 | cum | - | - |
| 8 | Providing and laying in position machine batched (RMC), machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering, finishing and reinforcement including water proofing compound, admixtures in recommended proportions and pumping of laying curing.(as per IS 9103) to accelerate, retard setting of concrete improve workability without impairing strength and durability as per directions M-25 grade reinforced cement concrete for walls | 15 | cum | - | - |
| 9 | Structural steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and enamel paint of Asian paints all complete | 775 | kgs | - | - |
| 10 | Providing and fixing precoated galvanized steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete as per approved sample for roof | 80 | Sqm | - | - |
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.92 MB
BOQ_943534.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .