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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.8 LAccepted-AOC NO 92 KUVEMPUNAGAR 2ND STAGE JALAHALLI EAST BANGALORE 560 014 | 560014 | ₹44.8 L Quoted ₹44.9 L | L1 | Accepted-AOC Accepted being L1 |
| 2 | L2₹45.4 L+₹48,704 (1.08%)Rejected-Finance SAI VILLA C 65 EKTA NAGAR BAREILLY UTTAR PRADESH 243 122 | BAREILLY | UTTAR PRADESH | 243122 | ₹45.4 L+₹48,704 (1.08%) | L2 | Rejected-Finance Rejected. Quoted rates are higher than L1 |
| 3 | L3₹46.3 L+₹1.3 L (2.99%)Rejected-Finance D 235 ADG P CHENNAI | CHENNAI | TAMIL NADU | 600001 | ₹46.3 L+₹1.3 L (2.99%) | L3 | Rejected-Finance Rejected. Quoted rates are higher than L1 |
| 4 | L4₹46.6 L+₹1.7 L (3.70%)Rejected-Finance | ₹46.6 L+₹1.7 L (3.70%) | L4 | Rejected-Finance Rejected. Quoted rates are higher than L1 |
| 5 | L5₹47.8 L+₹2.9 L (6.44%)Rejected-Finance | ₹47.8 L+₹2.9 L (6.44%) | L5 | Rejected-Finance Rejected. Quoted rates are higher than L1 |
| Sl No | Description | Qty | Unit | BYRAVESHWARA CONSTUCTION L1 | A.GOVINDARAJ L4 | RAMESH BABU CO L11 | M/S SRI BALAJI ENTERPRISES L6 | Maruthi constructions L9 | shashi shekar construction L8 | M/S Shiv Shakti Enterprises L7 | SREE BUILDERS L10 | NORTH INDIA PEST CONTROL L2 | T C KARUNANITHI L3 | s v m construction building & engineers L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m deep for foundation etc., and getting out in hard/dense soil complete all as specified and as directed. | 10 | Cum | 600 ₹6,000 | 500 ₹5,000 | 452 ₹4,520 | 250 ₹2,500 Lowest | 360 ₹3,600 | 703 ₹7,030 | 420 ₹4,200 | 640 ₹6,400 | 500 ₹5,000 | 400 ₹4,000 | 355 ₹3,550 |
| 2.00 | Returning fillin in, including spreading, leveling,watering and well ramming in layers n exc 25cm complete all as specified and as directed. | 5 | Cum | 140 ₹700 | 150 ₹750 | 121 ₹605 | 170 ₹850 | 250 ₹1,250 | 163 ₹815 | 136 ₹680 | 130 ₹650 | 150 ₹750 | 120 ₹600 Lowest | 135 ₹675 |
| 3.00 | Removing excavated material to a distance not exceeding 50m and depositing where directed at a level not exc 1.50m above the starting point all as specified. | 29 | Cum | 320 ₹9,280 | 350 ₹10,150 | 321 ₹9,309 | 370 ₹10,730 | 250 ₹7,250 Lowest | 403 ₹11,687 | 318 ₹9,222 | 450 ₹13,050 | 350 ₹10,150 | 300 ₹8,700 | 315 ₹9,135 |
| 4.00 | M&L PCC 1:4:8 type D-2 (using 40mm graded agg) in foundation, filling and mass concrete complete all as specified and as directed. | 1.5 | Cum | 5,800 ₹8,700 Lowest | 6,000 ₹9,000 | 6,500 ₹9,750 | 6,500 ₹9,750 | 6,250 ₹9,375 | 6,500 ₹9,750 | 6,572 ₹9,858 | 6,500 ₹9,750 | 6,000 ₹9,000 | 6,200 ₹9,300 | 6,100 ₹9,150 |
| 5.00 | M&L RCC type B1 1:2:4, 20 mm graded stone aggregate (nominal mix)as in plinth beam/band etc mixed with with using integral water proofing compound.(WPC shall be measured separately) complete all as specified and as directed. | 0.8 | Cum | 8,900 ₹7,120 | 9,000 ₹7,200 | 11,000 ₹8,800 | 7,500 ₹6,000 | 8,000 ₹6,400 | 10,250 ₹8,200 | 7,279 ₹5,823.2 | 9,000 ₹7,200 | 9,000 ₹7,200 | 8,000 ₹6,400 | 7,000 ₹5,600 Lowest |
| 6.00 | M&L for TMT bars 8mm dia in stirups cut to length bent to shape required including cranking, hooking ends etc and binding with MS wire not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 35 | Kg | 120 ₹4,200 Lowest | 130 ₹4,550 | 251 ₹8,785 | 130 ₹4,550 | 145 ₹5,075 | 190 ₹6,650 | 131 ₹4,585 | 135 ₹4,725 | 130 ₹4,550 | 120 ₹4,200 Lowest | 125 ₹4,375 |
| 7.00 | Formwork to sides of concrete foundation,footing,based of columns,raft and raft beam,sides and soffits (if any) of foundation and plinth beams,and similar works,vertical or to batter rough finished flate surface of concrete complete all as specified and as directed. | 8 | Sqm | 475 ₹3,800 | 415 ₹3,320 | 500 ₹4,000 | 415 ₹3,320 | 350 ₹2,800 Lowest | 460 ₹3,680 | 420 ₹3,360 | 450 ₹3,600 | 415 ₹3,320 | 400 ₹3,200 | 415 ₹3,320 |
| 8.00 | M & L for 100 mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base, pavings, mass concrete all as specified and directed . | 18 | Sqm | 450 ₹8,100 | 500 ₹9,000 | 600 ₹10,800 | 515 ₹9,270 | 450 ₹8,100 | 560 ₹10,080 | 521 ₹9,378 | 515 ₹9,270 | 500 ₹9,000 | 500 ₹9,000 | 415 ₹7,470 Lowest |
| 9.00 | M&L for MS Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails nand guides for sliding doors; fixed with angle cleats or other connecting plates as reqd forming holes bolted and welded attchment and curved shaped by welding (thickness of metal n.exxc.6mm) making jointless by filling including cutting of Fe 410- Betc complete all as specified and as directed. | 320 | Kg | 149 ₹47,680 | 160 ₹51,200 | 160 ₹51,200 | 130 ₹41,600 | 250 ₹80,000 | 160 ₹51,200 | 131 ₹41,920 | 135 ₹43,200 | 150 ₹48,000 | 125 ₹40,000 Lowest | 135 ₹43,200 |
| 10.00 | Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed. | 5 | Cum | 550 ₹2,750 | 600 ₹3,000 | 650 ₹3,250 | 700 ₹3,500 | 800 ₹4,000 | 660 ₹3,300 | 708 ₹3,540 | 700 ₹3,500 | 600 ₹3,000 | 650 ₹3,250 | 500 ₹2,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹91,500
Closing Date
22 Jul 2026, 6:00 pmClosed
Garrison Engineer M AF Jalahalli
Garrison Engineer M AF Jalahalli 560013
ADDN ALTN TO MAIN GUARD ROOM BLDG FALSE CEILING AND CERTAIN B R WORKS IN BLDG NO T 232 PROVN OF MISC WORKS IN ESD LAB AND FIRE RETARDANT ROOF CEILING ON OLD EQPT ROOM OF AFNET SECTION OF ETI SHELTER FOR 100 KVA DG SET AT ETI AND PARKING SHED AT OMQ
2026_MES_775741_1
8357/E8
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer M AF Jaalahalli
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Garrison Engineer M AF Jalahalli
₹91,500
Yes
7 Aug 2026
1 Jul 2026
29 Jul 2026
1 Jul 2026
22 Jul 2026
15 Jul 2026
1 Jul 2026 - 8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m deep for foundation etc., and getting out in hard/dense soil complete all as specified and as directed. | 10 | Cum | - | - |
| 2 | Returning fillin in, including spreading, leveling,watering and well ramming in layers n exc 25cm complete all as specified and as directed. | 5 | Cum | - | - |
| 3 | Removing excavated material to a distance not exceeding 50m and depositing where directed at a level not exc 1.50m above the starting point all as specified. | 29 | Cum | - | - |
| 4 | M&L PCC 1:4:8 type D-2 (using 40mm graded agg) in foundation, filling and mass concrete complete all as specified and as directed. | 1.5 | Cum | - | - |
| 5 | M&L RCC type B1 1:2:4, 20 mm graded stone aggregate (nominal mix)as in plinth beam/band etc mixed with with using integral water proofing compound.(WPC shall be measured separately) complete all as specified and as directed. | 0.8 | Cum | - | - |
| 6 | M&L for TMT bars 8mm dia in stirups cut to length bent to shape required including cranking, hooking ends etc and binding with MS wire not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 35 | Kg | - | - |
| 7 | Formwork to sides of concrete foundation,footing,based of columns,raft and raft beam,sides and soffits (if any) of foundation and plinth beams,and similar works,vertical or to batter rough finished flate surface of concrete complete all as specified and as directed. | 8 | Sqm | - | - |
| 8 | M & L for 100 mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base, pavings, mass concrete all as specified and directed . | 18 | Sqm | - | - |
| 9 | M&L for MS Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails nand guides for sliding doors; fixed with angle cleats or other connecting plates as reqd forming holes bolted and welded attchment and curved shaped by welding (thickness of metal n.exxc.6mm) making jointless by filling including cutting of Fe 410- Betc complete all as specified and as directed. | 320 | Kg | - | - |
| 10 | Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed. | 5 | Cum | - | - |
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