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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.4 LAccepted-AOC 21 9TH MAIN 4TH CROSS GOWDAKEHOLA BAGALAKUNTE NAGASANDRA POST BANGALORE 560073 | BENGALURU URBAN | KARNATAKA | 560073 | ₹32.4 L | L1 | Accepted-AOC Accepted being L1 |
| 2 | L2₹33.2 L+₹83,481.35 (2.58%)Rejected-Finance | ₹33.2 L+₹83,481.35 (2.58%) | L2 | Rejected-Finance Rejected. Quoted rates are higher than L1 |
| 3 | L3₹33.7 L+₹1.3 L (3.93%)Rejected-Finance NO 650 3RD CROSS MATHIKERE BANGALORE 560 054 | BENGALURU URBAN | KARNATAKA | 560054 | ₹33.7 L+₹1.3 L (3.93%) | L3 | Rejected-Finance Rejected. Quoted rates are higher than L1 |
| 4 | L4₹34.0 L+₹1.6 L (4.79%)Rejected-Finance | ₹34.0 L+₹1.6 L (4.79%) | L4 | Rejected-Finance Rejected. Quoted rates are higher than L1 |
| 5 | L5₹34.0 L+₹1.6 L (5.07%)Rejected-Finance SAI VILLA C 65 EKTA NAGAR BAREILLY UTTAR PRADESH 243 122 | BAREILLY | UTTAR PRADESH | 243122 | ₹34.0 L+₹1.6 L (5.07%) | L5 | Rejected-Finance Rejected. Quoted rates are higher than L1 |
| Sl No | Description | Qty | Unit | Maruthi constructions L3 | PRACHANIVA CONSTRUCTIONS L7 | Neptune Engineers and Builders L10 | A.GOVINDARAJ L8 | SRI MAHALAKSHMI CONSTRUCTIONS L1 | OM ENTERPRISES L14 | M/S SRI BALAJI ENTERPRISES L13 | ARUNOTHAYA TRADERS L9 | M/S Shiv Shakti Enterprises L11 | RAMESH BABU CO L12 | SREE BUILDERS L2 | s v m construction building & engineers L4 | NORTH INDIA PEST CONTROL L5 | M/S AMRITHESH ENTERPRISES L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches by using mechanical means Hitachi Mini excavator (hydralic excavator), not exceeding 1.50 m wide and not exceeding 1.50 m deep for foundation etc and getting out in any type soil and disposal of excavated earth (material) lead upto 50m and lift upto 1.50m complete all as specified and directed. | 18 | Cum | 950 ₹17,100 | 850 ₹15,300 Lowest | 1,750 ₹31,500 | 1,200 ₹21,600 | 900 ₹16,200 | 1,650 ₹29,700 | 1,450 ₹26,100 | 1,420 ₹25,560 | 1,350 ₹24,300 | 1,850 ₹33,300 | 920 ₹16,560 | 1,320 ₹23,760 | 1,215 ₹21,870 | 900 ₹16,200 |
| 2.00 | Excavation in trenches by using mechanical means Hitachi Mini excavator (hydralic excavator) exceeding 1.50 m deep and not exceeding 3.00 m deep for foundation and getting out in any type soil and disposal of excavated earth (material) lead upto 50m and lift upto 1.50m complete all as specified and directed. | 12 | Cum | 1,700 ₹20,400 | 1,850 ₹22,200 | 2,650 ₹31,800 | 1,200 ₹14,400 | 1,850 ₹22,200 | 1,250 ₹15,000 | 1,320 ₹15,840 | 1,420 ₹17,040 | 1,350 ₹16,200 | 1,600 ₹19,200 | 2,100 ₹25,200 | 1,100 ₹13,200 Lowest | 1,250 ₹15,000 | 1,800 ₹21,600 |
| 3.00 | Excavation in trenches by using mechanical means Hitachi Mini excavator (hydralic excavator) exceeding 3.00 m deep and not exceeding 4.50 m deep for foundation and getting out in any type soil and disposal of excavated earth (material) lead upto 50m and lift upto 1.50m complete all as specified and directed. | 10 | Cum | 1,800 ₹18,000 | 1,850 ₹18,500 | 995 ₹9,950 | 900 ₹9,000 Lowest | 1,850 ₹18,500 | 955 ₹9,550 | 1,250 ₹12,500 | 1,250 ₹12,500 | 950 ₹9,500 | 1,200 ₹12,000 | 2,200 ₹22,000 | 920 ₹9,200 | 1,020 ₹10,200 | 1,800 ₹18,000 |
| 4.00 | M&L for cement concrete 1:3:6 type C-2 (using 40 mm graded crushed stone agg as in foundation filling or for mass concrete complete all as specified and directed. | 2 | Cum | 6,350 ₹12,700 | 6,600 ₹13,200 | 7,800 ₹15,600 | 6,500 ₹13,000 | 6,400 ₹12,800 | 6,500 ₹13,000 | 6,400 ₹12,800 | 6,599 ₹13,198 | 6,400 ₹12,800 | 6,200 ₹12,400 Lowest | 6,400 ₹12,800 | 6,200 ₹12,400 Lowest | 6,500 ₹13,000 | 6,400 ₹12,800 |
| 5.00 | M&L for M-25, design mix RCC for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 5 | Cum | 12,800 ₹64,000 | 13,200 ₹66,000 | 9,650 ₹48,250 | 9,500 ₹47,500 | 12,600 ₹63,000 | 10,250 ₹51,250 | 9,600 ₹48,000 | 9,400 ₹47,000 Lowest | 9,600 ₹48,000 | 9,500 ₹47,500 | 12,850 ₹64,250 | 9,400 ₹47,000 Lowest | 9,500 ₹47,500 | 12,800 ₹64,000 |
| 6.00 | M&L for M-25 design mix RCC walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. | 9 | Cum | 12,800 ₹1,15,200 | 13,200 ₹1,18,800 | 12,100 ₹1,08,900 | 10,200 ₹91,800 | 12,600 ₹1,13,400 | 13,500 ₹1,21,500 | 9,500 ₹85,500 | 10,200 ₹91,800 | 12,500 ₹1,12,500 | 13,400 ₹1,20,600 | 12,850 ₹1,15,650 | 9,500 ₹85,500 | 9,250 ₹83,250 Lowest | 12,800 ₹1,15,200 |
| 7.00 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed. | 6 | Sqm | 1,500 ₹9,000 | 1,600 ₹9,600 | 475 ₹2,850 | 400 ₹2,400 Lowest | 1,450 ₹8,700 | 500 ₹3,000 | 600 ₹3,600 | 499 ₹2,994 | 450 ₹2,700 | 502 ₹3,012 | 1,600 ₹9,600 | 420 ₹2,520 | 450 ₹2,700 | 1,650 ₹9,900 |
| 8.00 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and directed. | 80 | Sqm | 1,600 ₹1,28,000 | 1,600 ₹1,28,000 | 650 ₹52,000 | 450 ₹36,000 | 1,650 ₹1,32,000 | 600 ₹48,000 | 600 ₹48,000 | 499 ₹39,920 | 500 ₹40,000 | 550 ₹44,000 | 1,650 ₹1,32,000 | 420 ₹33,600 Lowest | 450 ₹36,000 | 1,650 ₹1,32,000 |
| 9.00 | M&L MS TMT bars 10 mm dia and above , cut to length ,bent to shape required , including cranking , bending , spirally for hooping for columns , hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as in reinforcement complete all as specified and directed. | 1,095 | Kg | 130 ₹1,42,350 | 132 ₹1,44,540 | 225 ₹2,46,375 | 210 ₹2,29,950 | 128 ₹1,40,160 | 235 ₹2,57,325 | 260 ₹2,84,700 | 194 ₹2,12,430 | 205 ₹2,24,475 | 225 ₹2,46,375 | 126 ₹1,37,970 Lowest | 220 ₹2,40,900 | 250 ₹2,73,750 | 126 ₹1,37,970 Lowest |
| 10.00 | M&L for mild steel TMT bars 6 mm to 8mm dia, cut to length ,bent to shape required , including cranking , bending , spirally for hooping for columns , hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as in reinforcement including 16mm plain bars as in rungs fixing with manholes etc complete all as specified and directed. | 495 | Kg | 130 ₹64,350 | 132 ₹65,340 | 210 ₹1,03,950 | 190 ₹94,050 | 128 ₹63,360 | 230 ₹1,13,850 | 255 ₹1,26,225 | 249 ₹1,23,255 | 195 ₹96,525 | 215 ₹1,06,425 | 126 ₹62,370 Lowest | 210 ₹1,03,950 | 240 ₹1,18,800 | 126 ₹62,370 Lowest |
Tender Value
Refer Docs
EMD Value
₹61,400
Closing Date
10 Aug 2026, 6:00 pmClosed
Garrison Engineer M AF Jalahalli
Garrison Engineer M AF Jalahalli Bangalore 560013
PROVISION OF 02 IN NOS UNDERGROUND IMMERSION PITS FOR ET LAB AT CQAE WE KOTA STONE AND GRILL WITH WIRE MESH FOR WASHING AND VEGETABLE CUTTING AREA IN 5T MESS AT E ITI CUBICLES AT CIVIL ADMIN AND STW SECTION CONCERTINA COIL WITH Y ANGLE BARBED WIRE
2026_MES_779738_1
8367/E8
Open Tender
Civil Works
Item Rate
120 days
Garrison Engineer M AF Jaalahalli
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Garrison Engineer M AF Jalahalli
₹61,400
Yes
25 Aug 2026
20 Jul 2026
17 Aug 2026
20 Jul 2026
10 Aug 2026
3 Aug 2026
20 Jul 2026 - 27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches by using mechanical means Hitachi Mini excavator (hydralic excavator), not exceeding 1.50 m wide and not exceeding 1.50 m deep for foundation etc and getting out in any type soil and disposal of excavated earth (material) lead upto 50m and lift upto 1.50m complete all as specified and directed. | 18 | Cum | - | - |
| 2 | Excavation in trenches by using mechanical means Hitachi Mini excavator (hydralic excavator) exceeding 1.50 m deep and not exceeding 3.00 m deep for foundation and getting out in any type soil and disposal of excavated earth (material) lead upto 50m and lift upto 1.50m complete all as specified and directed. | 12 | Cum | - | - |
| 3 | Excavation in trenches by using mechanical means Hitachi Mini excavator (hydralic excavator) exceeding 3.00 m deep and not exceeding 4.50 m deep for foundation and getting out in any type soil and disposal of excavated earth (material) lead upto 50m and lift upto 1.50m complete all as specified and directed. | 10 | Cum | - | - |
| 4 | M&L for cement concrete 1:3:6 type C-2 (using 40 mm graded crushed stone agg as in foundation filling or for mass concrete complete all as specified and directed. | 2 | Cum | - | - |
| 5 | M&L for M-25, design mix RCC for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 5 | Cum | - | - |
| 6 | M&L for M-25 design mix RCC walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. | 9 | Cum | - | - |
| 7 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed. | 6 | Sqm | - | - |
| 8 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and directed. | 80 | Sqm | - | - |
| 9 | M&L MS TMT bars 10 mm dia and above , cut to length ,bent to shape required , including cranking , bending , spirally for hooping for columns , hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as in reinforcement complete all as specified and directed. | 1,095 | Kg | - | - |
| 10 | M&L for mild steel TMT bars 6 mm to 8mm dia, cut to length ,bent to shape required , including cranking , bending , spirally for hooping for columns , hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as in reinforcement including 16mm plain bars as in rungs fixing with manholes etc complete all as specified and directed. | 495 | Kg | - | - |
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