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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹55.4 L+₹8.4 L (18.0%)Admitted-Finance D 235 ADG P CHENNAI | CHENNAI | TAMIL NADU | 600001 | L2 | Admitted-Finance | |
| 3 | L3₹55.4 L+₹8.5 L (18.0%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹56.8 L+₹9.8 L (20.9%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹61.4 L+₹14.4 L (30.7%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | AAYS Technologies And management L4 | MBTECH L5 | T C KARUNANITHI L2 | PNR INTERIOR SOLUTIONS PVT LTD L3 | Orkay Interior & Modular Pvt Ltd L1 |
|---|---|---|---|---|---|---|---|---|
| 1.10 | Refurbishment of brick work/SSM/RCC wall or beam etc 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. In cement mortar. | 129.15 | Cum | 1,54,980 ₹1,82,876.4 | 81,498.82 ₹96,168.61 | 1,20,109.5 ₹1,41,729.21 | 1,02,803.4 ₹1,21,308.01 | 21,955.5 ₹25,907.49 Lowest |
| 1.20 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in charge. All kinds of soil | 205.86 | Cum | 1,85,274 ₹2,18,623.32 | 1,44,102 ₹1,70,040.36 | 1,07,047.2 ₹1,26,315.7 | 1,71,893.1 ₹2,02,833.86 | 51,465 ₹60,728.7 Lowest |
| 1.30 | 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 m and lift up to 1.5 m. | 174.98 | Cum | 2,62,470 ₹3,09,714.6 | 76,116.3 ₹89,817.23 | 34,996 ₹41,295.28 | 81,365.7 ₹96,011.53 | 26,247 ₹30,971.46 Lowest |
| 1.40 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc, for mass concrete. | 146.96 | Sqm | 1,39,612 ₹1,64,742.16 | 1,31,088.32 ₹1,54,684.22 | 70,540.8 ₹83,238.14 Lowest | 1,49,899.2 ₹1,76,881.06 | 88,176 ₹1,04,047.68 |
| 1.50 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, etc. | 196.8 | Sqm | 1,86,960 ₹2,20,612.8 | 1,79,678.4 ₹2,12,020.51 | 1,08,240 ₹1,27,723.2 Lowest | 2,00,736 ₹2,36,868.48 | 1,27,920 ₹1,50,945.6 |
| 1.60 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, pillars, Piers, Abutments, Posts & Struts | 313.5 | Sqm | 2,97,825 ₹3,51,433.5 | 2,86,225.5 ₹3,37,746.09 | 1,81,830 ₹2,14,559.4 Lowest | 3,19,770 ₹3,77,328.6 | 2,35,125 ₹2,77,447.5 |
| 1.70 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 26.02 | Cum | 1,43,110 ₹1,68,869.8 | 1,30,100 ₹1,53,518 | 1,26,847.5 ₹1,49,680.05 | 1,31,244.88 ₹1,54,868.96 | 1,04,080 ₹1,22,814.4 Lowest |
| 1.80 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:
1:2:4 (1 cement: 2 coarse sand (Zone III) derived from Natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources). | 115.56 | Cum | 6,35,580 ₹7,49,984.4 Lowest | 7,69,398.48 ₹9,07,890.21 | 9,07,146 ₹10,70,432.28 | 7,62,233.76 ₹8,99,435.84 | 6,93,360 ₹8,18,164.8 |
| 1.90 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level and above with Thermo-Mechanically Treated bars of grade Fe-500D or more etc complete as per ADA instructions. | 7,456.75 | Kgs | 6,71,107.5 ₹7,91,906.85 | 7,75,502 ₹9,15,092.36 | 8,79,896.5 ₹10,38,277.87 | 6,56,194 ₹7,74,308.92 Lowest | 7,82,958.75 ₹9,23,891.33 |
| 2.00 | Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement: 6 coarse sand) Above plinth level up to floor V level | 129.15 | Cum | 6,39,292.5 ₹7,54,365.15 Lowest | 12,22,017.3 ₹14,41,980.41 | 10,00,912.5 ₹11,81,076.75 | 9,77,148.9 ₹11,53,035.7 | 9,16,965 ₹10,82,018.7 |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
26 Feb 2025, 3:00 pmClosed
Head Works and Services
ADA HQ Bangalore
REPAIR OF PERIPHERAL COMPOUND WALL AT ADA C2 BANGALORE
2025_DDRD_696959_1
ADA/ADM/FMS/5801/4/2
Open Tender
Civil Works
Turn-key
140 days
ADA Campus 2
As per RFP terms and conditions
3 documents required · 3 mandatory
₹0
₹1.2 L
7 Mar 2025
7 Feb 2025
27 Feb 2025
7 Feb 2025
26 Feb 2025
7 Feb 2025
7 Feb 2025 - 25 Feb 2025
Refurbishment of brick work/SSM/RCC wall or beam etc 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. In cement mortar.
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in charge. All kinds of soil
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 m and lift up to 1.5 m.
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc, for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, etc.
Centering and shuttering including strutting, propping etc. and removal of form for Columns, pillars, Piers, Abutments, Posts & Struts
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:2:4 (1 cement: 2 coarse sand (Zone III) derived from Natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level and above with Thermo-Mechanically Treated bars of grade Fe-500D or more etc complete as per ADA instructions.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Providing, fabricating and installation of MS frame structure using hollow section, angle sections and suitable anchoring nuts and bolts of ISI make incl civil work grouting to First floor, scaffolding required for erection of structure, curing, etc, complete. Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. (MS Gate and Swan Neck)
12 mm cement plaster finished with a floating coat of neat cement of mix: 13.7.1 1:3 (1 cement: 3 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
T C KARUNANITHI (BID ID -3247411)
PNR INTERIOR SOLUTIONS PVT LTD (BID ID -3249548)
AAYS Technologies And management (BID ID -3249860)
MBTECH (BID ID -3249847)
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