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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAdmitted-Finance | ₹13.0 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical NO 26 SHOP NO 4 1ST STAGE 1ST PHASE SHOP NO 4 1ST STAGE 1ST TEMPLE WEST OF CHORD ROAD RAJAJINAGAR BANGALORE KARNATAKA 560010 | BENGALURU URBAN | KARNATAKA | 560010 | - | - | Rejected-Technical Disqualified.Turnover certificates, similar work experience for 20 21, 22 23 and 23 24, Proforma J, K and Site Visit Certificate not submitted |
| 3 | Rejected-Technical BEHIND SHANKAR BAKERY NEAR INTEL DEVARABISNAHALLI BANGALORE 560103 | BANGALORE | BANGALORE | KARNATAKA | 560103 | - | - | Rejected-Technical Disqualified.Turnvoer document submitted for 24 25 FY is not audited and work experience for 2020-21 not submitted as per Clause III.K |
| 4 | Rejected-Technical | - | - | Rejected-Technical Disqualified.No other document submitted except GST certificate and Proforma A to I and K |
| Sl No | Description | Qty | Unit | uday Associates L1 |
|---|---|---|---|---|
| 1.00Waterproofing works for MDC Block at New IIMB Campus. | ||||
| 1.01 | Providing and grouting tile joints, Cutting the tile joints with the help of cutting machine (width 3mm-15mm) and filling with of matching shade, using three component Epoxy based tile joint filler, non-sag waterproof grout, chemical and UV resistance, Pot life ≤ 60 mins, VOC (EPA 24) < 8gm/kg and water absorption after 7 days < 0.5g Joints shall be clean, dry, free from dirt, etc prior to application. Apply tile grout using a rubber trowel/grout floater, press firmly into joints, ensure complete fill and remove excess grout from surface using suitable method. The work shall be carried out as per the directions of the Engineer in charge. | 1,230.35 | Sqm | 925 ₹11,38,073.75 Lowest |
| 1.02 | Making of v-groove in Ceiling area and filling of epoxy putty including cleaning the vgroove area including scaffolding etc, complete… | 138.9 | Rmt | 380 ₹52,782 Lowest |
| 1.03 | Providing and grouting with two component low viscous Moisture
Insensitive Epoxy Injection Grout to strengthen the structure at cocrete
cracks. The material having mixing ratio - (Base : Hardener) - 100:60 (by
weight) compressive strength of 70N/mm2 in 7days as per BS6319:part 2, Flexural strength of 30N/mm2 in 7days as per BS6319:part 3, Tensile strength of 15N/mm2 in 7days as per BS6319:part 7, epoxy resin based injection grout meets the requirement of BS 6319 & ASTM C 881. The finished cost to include surface preparation, fixing of non-return valve injection packers at concrete cracks, seal the nozzles with polyester resin anchor grout Instant leak plug 0.2kg/nozzle. All the application procedure
shall be as per the direction of the Engineer In charge | 48 | Nozzle | 950 ₹45,600 Lowest |
| 1.04 | Providing and fixing of L Angle metal sheet of 3mm with sealant with proper net & bolts fixing with frame & RCC wall etc as including scaffolding labour charges , scaffolding , transportations etc complete work shall be as direction of Engineering In charge | 50 | Rmt | 1,200 ₹60,000 Lowest |
Tender Value
₹11.9 L
EMD Value
₹30,000
Closing Date
15 Jan 2026, 3:00 pmClosed
Chief Manager Infrastructure
IIM Bangalore Estate Department , Bannerghatta Road Bangalore- 560076
WATER PROOFING WORKS AT EXISTING MDC BLOCK AT NEW CAMPUS SURVEY NO 47, MAHANTHALINGAPURA VILLAGE, JIGANI HOBLI ANEKAL TALUK, BENGALURU URBAN DISTRICT.
2025_IIMB_891236_1
CM(I)/SM(CD)/120/2025-26
Open Tender
Civil Works
Item Rate
IIMB New Campus Jigani
Please refer Tender documents.
13 documents required · 13 mandatory
₹0
₹30,000
IIMB, Bangalore
11 Feb 2026
24 Dec 2025
16 Jan 2026
24 Dec 2025
15 Jan 2026
24 Dec 2025
5 Jan 2026
Waterproofing works for MDC Block at New IIMB Campus.
Providing and grouting tile joints, Cutting the tile joints with the help of cutting machine (width 3mm-15mm) and filling with of matching shade, using three component Epoxy based tile joint filler, non-sag waterproof grout, chemical and UV resistance, Pot life ≤ 60 mins, VOC (EPA 24) < 8gm/kg and water absorption after 7 days < 0.5g Joints shall be clean, dry, free from dirt, etc prior to application. Apply tile grout using a rubber trowel/grout floater, press firmly into joints, ensure complete fill and remove excess grout from surface using suitable method. The work shall be carried out as per the directions of the Engineer in charge.
Making of v-groove in Ceiling area and filling of epoxy putty including cleaning the vgroove area including scaffolding etc, complete…
Providing and grouting with two component low viscous Moisture Insensitive Epoxy Injection Grout to strengthen the structure at cocrete cracks. The material having mixing ratio - (Base : Hardener) - 100:60 (by weight) compressive strength of 70N/mm2 in 7days as per BS6319:part 2, Flexural strength of 30N/mm2 in 7days as per BS6319:part 3, Tensile strength of 15N/mm2 in 7days as per BS6319:part 7, epoxy resin based injection grout meets the requirement of BS 6319 & ASTM C 881. The finished cost to include surface preparation, fixing of non-return valve injection packers at concrete cracks, seal the nozzles with polyester resin anchor grout Instant leak plug 0.2kg/nozzle. All the application procedure shall be as per the direction of the Engineer In charge
Providing and fixing of L Angle metal sheet of 3mm with sealant with proper net & bolts fixing with frame & RCC wall etc as including scaffolding labour charges , scaffolding , transportations etc complete work shall be as direction of Engineering In charge
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