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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.2 LAccepted-AOC NO 212 3RD CROSS KANAKADASA LAYOUT LINGARAJAPURAM BANGALORE 560 084 | BANGALORE | BANGALORE | KARNATAKA | 560084 | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹56.8 L+₹5.6 L (11.0%)Rejected-Finance | L2 | Rejected-Finance NOT BEING LOWEST | |
| 3 | L3₹56.9 L+₹5.7 L (11.2%)Rejected-Finance SR NO 281 3 7 ANAND NAGAR NEAR DHANORI JAKAT NAKA LOHEGAON PUNE 411047 | PUNE | PUNE | MAHARASHTRA | 411047 | L3 | Rejected-Finance NOT BEING LOWEST | |
| 4 | L4₹59.0 L+₹7.8 L (15.3%)Rejected-Finance | L4 | Rejected-Finance NOT BEING LOWEST | |
| 5 | L5₹59.2 L+₹8.1 L (15.8%)Rejected-Finance FLAT NO 4 VIRGINIA CO OP HOUSING SOCIETY AIR PORT ROAD CHICALIM VASCO DA GAMA GOA 403 711 | SOUTH GOA | GOA | 403711 | L5 | Rejected-Finance NOT BEING LOWEST |
| Sl No | Description | Qty | Unit | manoj trading agencies L2 | B5BUILDING SOLUTIONS L6 | M/S jvsr constructions L5 | Prashanth Associates L1 | Lucky Enterprises L7 | Moulya Builders L9 | K. VENKATESH NAIDU L8 | M/s Sri Chakrapani Constructions L10 | Lite Systems Indus Pvt Ltd L4 | VP DEVELOPERS AND CONTRACTOR L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m 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) complete all as specified and as directed. | 70.21 | CUBIC METRE | 250 ₹17,552.5 Lowest | 335 ₹23,520.35 | 405 ₹28,435.05 | 250 ₹17,552.5 Lowest | 340 ₹23,871.4 | 460 ₹32,296.6 | 350 ₹24,573.5 | 750 ₹52,657.5 | 299 ₹20,992.79 | 370 ₹25,977.7 |
| 2.00 | 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 mtr and for all lift complete all as specified and as directed. | 42.13 | CUBIC METRE | 250 ₹10,532.5 | 180 ₹7,583.4 | 207 ₹8,720.91 | 170 ₹7,162.1 | 180 ₹7,583.4 | 150 ₹6,319.5 | 145 ₹6,108.85 | 150 ₹6,319.5 | 120 ₹5,055.6 Lowest | 250 ₹10,532.5 |
| 3.00 | Providing and laying in position cement concrete 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) complete all as specified and as directed. | 7.27 | CUBIC METRE | 7,000 ₹50,890 | 6,150 ₹44,710.5 | 5,400 ₹39,258 | 5,500 ₹39,985 | 5,800 ₹42,166 | 4,800 ₹34,896 Lowest | 6,009 ₹43,685.43 | 6,500 ₹47,255 | 4,800 ₹34,896 Lowest | 8,000 ₹58,160 |
| 4.00 | Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources), excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level complete all as specified and as directed. | 19.05 | CUBIC METRE | 7,500 ₹1,42,875 Lowest | 8,300 ₹1,58,115 | 10,800 ₹2,05,740 | 7,800 ₹1,48,590 | 8,400 ₹1,60,020 | 7,800 ₹1,48,590 | 9,999 ₹1,90,480.95 | 9,000 ₹1,71,450 | 8,000 ₹1,52,400 | 8,500 ₹1,61,925 |
| 5.00 | Material and labour for steel reinforcement of RCC work including straightening, cutting, bending, placing in position and binding using TMT bars of grade Fe-500D or more below / above plinth level all complete all as specified and as directed. | 1,650 | KILO GRAM | 120 ₹1,98,000 | 101 ₹1,66,650 Lowest | 108 ₹1,78,200 | 110 ₹1,81,500 | 124 ₹2,04,600 | 119 ₹1,96,350 | 115 ₹1,89,750 | 145 ₹2,39,250 | 107 ₹1,76,550 | 113 ₹1,86,450 |
| 6.00 | Providnig centering and shuttering including strutting, propping etc., and removal of form work for foundations, footings, bases of columns, etc. for mass concrete, complete all as specified and as directed. | 110.5 | SQUARE METRE | 1,100 ₹1,21,550 | 500 ₹55,250 | 540 ₹59,670 | 350 ₹38,675 Lowest | 620 ₹68,510 | 460 ₹50,830 | 550 ₹60,775 | 600 ₹66,300 | 650 ₹71,825 | 570 ₹62,985 |
| 7.00 | Providing and fixing 10mm thick multi-wall polycarbonate roofing sheet, minimum three layer structure, manufactured from virgin polycarbonate resin, having co-extruded UV protective coating on outer surface, of approved colour and transparency, fixed to MS / Aluminium supporting framework with self-drilling screws, aluminium / polycarbonate glazing bars, EPDM rubber washers, sealing tape, end caps and all necessary accessories, allowing for thermal expansion, complete all as specified and as directed by Engineer-in-Charge. | 460 | SQUARE METRE | 1,500 ₹6,90,000 | 1,885 ₹8,67,100 | 2,250 ₹10,35,000 | 700 ₹3,22,000 Lowest | 1,250 ₹5,75,000 | 1,450 ₹6,67,000 | 1,399 ₹6,43,540 | 1,200 ₹5,52,000 | 2,400 ₹11,04,000 | 990 ₹4,55,400 |
| 8.00 | Supply and fix structural steel work riveted, bolted or welded in built up sections, built up tubular sections (round, square or rectangular) trusses and framed work in curved / straight pattern, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete all as specified and as directed.
NOTE : The roofing system of the shelter will be curved / parabolic in nature as approved by the user. The quoted rates will be deemed to include bending charges of structural sections as per site requirement | 15,250 | KILO GRAM | 145 ₹22,11,250 | 133 ₹20,28,250 | 144 ₹21,96,000 | 120 ₹18,30,000 Lowest | 183 ₹27,90,750 | 161 ₹24,55,250 | 185 ₹28,21,250 | 170 ₹25,92,500 | 144 ₹21,96,000 | 148 ₹22,57,000 |
| 9.00 | Providing and grouting of dowel tubes / shear keys / joints of precast members with M-60 grade cementitious grout (non shrink) of approved make by suitable means (free flowing / pump), curing etc. complete as per directions of Engineer-in-Charge.
NOTE :- The payment shall be made on the basis of actual weight of approved grout injected. | 140 | KILO GRAM | 250 ₹35,000 | 550 ₹77,000 | 360 ₹50,400 | 85 ₹11,900 Lowest | 160 ₹22,400 | 350 ₹49,000 | 145 ₹20,300 | 250 ₹35,000 | 130 ₹18,200 | 120 ₹16,800 |
| 10.00 | Material and labour for painting with synthetic enamel paint to new steel surfaces and two or more coats on new work of approved brand and manufacture to give an even shade complete all as specified and as directed. | 354.5 | SQUARE METRE | 140 ₹49,630 | 85 ₹30,132.5 | 117 ₹41,476.5 | 160 ₹56,720 | 120 ₹42,540 | 141 ₹49,984.5 | 129 ₹45,730.5 | 150 ₹53,175 | 75 ₹26,587.5 Lowest | 90 ₹31,905 |
Tender Value
₹63.4 L
EMD Value
₹1.2 L
Closing Date
7 Apr 2026, 6:00 pmClosed
MAJOR ANIRUDDHA SUBBA
DRDO Complex, CV Raman Nagar PO, Bangalore 560 093
PROVISION OF TWO COVERED SHELTERS AT GATE NO 04 AND GATE NO 06 IN THE CABS PREMISES BANGALORE
2026_MES_756328_1
8688/E8
Open Tender
Civil Works
Item Rate
90 days
GE I R AND D EAST BANGALORE
CLASS C CATEGORY a(i)
8 documents required · 8 mandatory
₹1,000
Yes
GE I R AND D EAST BANGALORE
₹1.2 L
Yes
16 May 2026
20 Mar 2026
9 Apr 2026
20 Mar 2026
7 Apr 2026
2 Apr 2026
20 Mar 2026 - 1 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m 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) complete all as specified and as directed. | - | CUBIC METRE | - | - |
| - | 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 mtr and for all lift complete all as specified and as directed. | - | CUBIC METRE | - | - |
| - | Providing and laying in position cement concrete 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) complete all as specified and as directed. | - | CUBIC METRE | - | - |
| - | Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources), excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level complete all as specified and as directed. | - | CUBIC METRE | - | - |
| - | Material and labour for steel reinforcement of RCC work including straightening, cutting, bending, placing in position and binding using TMT bars of grade Fe-500D or more below / above plinth level all complete all as specified and as directed. | - | KILO GRAM | - | - |
| - | Providnig centering and shuttering including strutting, propping etc., and removal of form work for foundations, footings, bases of columns, etc. for mass concrete, complete all as specified and as directed. | - | SQUARE METRE | - | - |
| - | Providing and fixing 10mm thick multi-wall polycarbonate roofing sheet, minimum three layer structure, manufactured from virgin polycarbonate resin, having co-extruded UV protective coating on outer surface, of approved colour and transparency, fixed to MS / Aluminium supporting framework with self-drilling screws, aluminium / polycarbonate glazing bars, EPDM rubber washers, sealing tape, end caps and all necessary accessories, allowing for thermal expansion, complete all as specified and as directed by Engineer-in-Charge. | - | SQUARE METRE | - | - |
| - | Supply and fix structural steel work riveted, bolted or welded in built up sections, built up tubular sections (round, square or rectangular) trusses and framed work in curved / straight pattern, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete all as specified and as directed. | - | KILO GRAM | - | - |
| - | Providing and grouting of dowel tubes / shear keys / joints of precast members with M-60 grade cementitious grout (non shrink) of approved make by suitable means (free flowing / pump), curing etc. complete as per directions of Engineer-in-Charge.
NOTE :- The payment shall be made on the basis of actual weight of approved grout injected. | - | KILO GRAM | - | - |
| - | Material and labour for painting with synthetic enamel paint to new steel surfaces and two or more coats on new work of approved brand and manufacture to give an even shade complete all as specified and as directed. | - | SQUARE METRE | - | - |
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