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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.9 LAccepted-AOC 37 4TH CROSS ASHWATHNAGAR SANJYANAGAR POST BANGALORE 560 094 | BENGALURU URBAN | KARNATAKA | 560094 | L1 | Accepted-AOC Accepted being L1 | |
| 2 | L2₹50.0 L+₹9,834 (0.20%)Rejected-Finance | L2 | Rejected-Finance Rejected. Quoted rates are higher than L1 | |
| 3 | L3₹50.1 L+₹18,629 (0.37%)Rejected-Finance | L3 | Rejected-Finance Rejected. Quoted rates are higher than L1 | |
| 4 | L4₹50.8 L+₹89,834 (1.80%)Rejected-Finance SAI VILLA C 65 EKTA NAGAR BAREILLY UTTAR PRADESH 243 122 | BAREILLY | UTTAR PRADESH | 243122 | L4 | Rejected-Finance Rejected. Quoted rates are higher than L1 | |
| 5 | L5₹52.0 L+₹2.1 L (4.21%)Rejected-Finance NO 26 SRI GANESH 7TH CROSS BDS NAGAR DIBBUR RAMAIAH LAYOUT K NARAYANPURA MAIN ROAD BANGALORE 560 077 | BENGALURU URBAN | KARNATAKA | 560077 | L5 | Rejected-Finance Rejected. Quoted rates are higher than L1 |
| Sl No | Description | Qty | Unit | Neptune Engineers and Builders L8 | OM ENTERPRISES L9 | A.GOVINDARAJ L3 | M/s BHOOMI ELECTRICALS L6 | ARUNOTHAYA TRADERS L7 | s v m construction building & engineers L2 | NORTH INDIA PEST CONTROL L4 | raashi constructions L10 | T C KARUNANITHI L11 | SRI GANESH ENTERPRISES L5 | M/S J S PRAKASAM L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.50 m wide and not exceeding 1.50 m deep along the existing sewage line carefully for placing taking out and getting out in soft/loose of soil complete all as specified and directed. | 219 | Cum | 700 ₹1,53,300 | 480 ₹1,05,120 | 650 ₹1,42,350 | 509 ₹1,11,471 | 555 ₹1,21,545 | 600 ₹1,31,400 | 570 ₹1,24,830 | 523 ₹1,14,537 | 900 ₹1,97,100 | 500 ₹1,09,500 | 450 ₹98,550 Lowest |
| 2.00 | Returning and filling soil in layers not exceeding 25cm thick each layer including spreading leveling watering and well ramming andcomplete all as speicified and as directed. | 140 | Cum | 155 ₹21,700 | 140 ₹19,600 | 145 ₹20,300 | 153 ₹21,420 | 155 ₹21,700 | 150 ₹21,000 | 145 ₹20,300 | 157 ₹21,980 | 165 ₹23,100 | 150 ₹21,000 | 120 ₹16,800 Lowest |
| 3.00 | Removal of surplus material to a distance not exc 50 m and deposited where directred at a level not exc 1.50 m above starting point and complete all as specified and as directed. | 79 | Cum | 400 ₹31,600 | 340 ₹26,860 | 315 ₹24,885 | 305 ₹24,095 | 355 ₹28,045 | 300 ₹23,700 Lowest | 315 ₹24,885 | 314 ₹24,806 | 415 ₹32,785 | 300 ₹23,700 Lowest | 300 ₹23,700 Lowest |
| 4.00 | M & L salt glazed stone ware drain pipes of internal dia 150 mm bore grade 'A' laid in trenches and jointed complete all as specified and as directed. | 200 | RM | 600 ₹1,20,000 | 475 ₹95,000 | 450 ₹90,000 Lowest | 510 ₹1,02,000 | 555 ₹1,11,000 | 500 ₹1,00,000 | 515 ₹1,03,000 | 523 ₹1,04,600 | 615 ₹1,23,000 | 500 ₹1,00,000 | 463 ₹92,600 |
| 5.00 | M & L salt glazed stone ware drain pipes of internal dia 200 mm bore grade 'A' laid in trenches and jointed in cement mortar complete all as specified and as directed. | 180 | RM | 600 ₹1,08,000 | 600 ₹1,08,000 | 515 ₹92,700 | 560 ₹1,00,800 | 555 ₹99,900 | 500 ₹90,000 Lowest | 515 ₹92,700 | 576 ₹1,03,680 | 615 ₹1,10,700 | 550 ₹99,000 | 524 ₹94,320 |
| 6.00 | M&L for concrete bed to drain pipe including packing under and haunching against the sides of drain pipe after they are laid and tested in PCC 1:3:6 type C-2 for 150mm dia drain pipe complete all as specified and directed | 190 | RM | 400 ₹76,000 | 334 ₹63,460 | 315 ₹59,850 | 356 ₹67,640 | 355 ₹67,450 | 300 ₹57,000 Lowest | 315 ₹59,850 | 366 ₹69,540 | 430 ₹81,700 | 350 ₹66,500 | 320 ₹60,800 |
| 7.00 | M&L for concrete bed to drain pipe including packing under and haunching against the sides of drain pipe after they are laid and tested in PCC 1:3:6 type C-2 for 200mm dia drain pipe complete all as specified and directed | 170 | RM | 450 ₹76,500 | 250 ₹42,500 Lowest | 415 ₹70,550 | 285 ₹48,450 | 455 ₹77,350 | 400 ₹68,000 | 415 ₹70,550 | 293 ₹49,810 | 435 ₹73,950 | 280 ₹47,600 | 250 ₹42,500 Lowest |
| 8.00 | Cutting into existing manholes for connecting new drains pipe of 150 mm dia, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate, surfaces smooth finished and reforming benching as required complete all as specified and as directed. | 20 | Each | 1,300 ₹26,000 | 814 ₹16,280 | 1,200 ₹24,000 | 864 ₹17,280 | 1,215 ₹24,300 | 950 ₹19,000 | 1,200 ₹24,000 | 890 ₹17,800 | 1,350 ₹27,000 | 850 ₹17,000 | 802 ₹16,040 Lowest |
| 9.00 | Cutting into existing manholes for connecting new drains pipe of 225 mm dia, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate, surfaces smooth finished and reforming benching as required complete all as specified and as directed. | 20 | Each | 1,300 ₹26,000 | 940 ₹18,800 Lowest | 1,200 ₹24,000 | 980 ₹19,600 | 1,215 ₹24,300 | 950 ₹19,000 | 1,200 ₹24,000 | 1,047 ₹20,940 | 1,350 ₹27,000 | 1,000 ₹20,000 | 950 ₹19,000 |
| 10.00 | Formwork to flat 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 as directed. | 8 | Sqm | 415 ₹3,320 | 348 ₹2,784 | 400 ₹3,200 | 356 ₹2,848 | 415 ₹3,320 | 350 ₹2,800 | 355 ₹2,840 | 366 ₹2,928 | 500 ₹4,000 | 350 ₹2,800 | 330 ₹2,640 Lowest |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
11 Jun 2026, 6:00 pmClosed
Garrison Engineer M AF Jalahalli
Garrison Engineer M AF Jalahalli Bangalore 560013
PROVN OF WORK SERVICES TO UPLIFT THE OFFICE ENVIRONMENT EDN SECTION ORG AND CERTAIN OTHER OFFICES WATER TAP AND ASSOCIATED PIPELINES FOR WASHING MACHINE IN CERTAIN SMQS AND CERTAIN BR AND EM WORK SERVICES AT IW SCHOOL AT AFS JALAHALLI
2026_MES_766994_1
8342/E8
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer M AF Jalahalli
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Garrison Engineer M AF Jalahalli
₹1 L
Yes
3 Jul 2026
21 May 2026
18 Jun 2026
21 May 2026
11 Jun 2026
4 Jun 2026
21 May 2026 - 28 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exceeding 1.50 m wide and not exceeding 1.50 m deep along the existing sewage line carefully for placing taking out and getting out in soft/loose of soil complete all as specified and directed. | 219 | Cum | - | - |
| 2 | Returning and filling soil in layers not exceeding 25cm thick each layer including spreading leveling watering and well ramming andcomplete all as speicified and as directed. | 140 | Cum | - | - |
| 3 | Removal of surplus material to a distance not exc 50 m and deposited where directred at a level not exc 1.50 m above starting point and complete all as specified and as directed. | 79 | Cum | - | - |
| 4 | M & L salt glazed stone ware drain pipes of internal dia 150 mm bore grade 'A' laid in trenches and jointed complete all as specified and as directed. | 200 | RM | - | - |
| 5 | M & L salt glazed stone ware drain pipes of internal dia 200 mm bore grade 'A' laid in trenches and jointed in cement mortar complete all as specified and as directed. | 180 | RM | - | - |
| 6 | M&L for concrete bed to drain pipe including packing under and haunching against the sides of drain pipe after they are laid and tested in PCC 1:3:6 type C-2 for 150mm dia drain pipe complete all as specified and directed | 190 | RM | - | - |
| 7 | M&L for concrete bed to drain pipe including packing under and haunching against the sides of drain pipe after they are laid and tested in PCC 1:3:6 type C-2 for 200mm dia drain pipe complete all as specified and directed | 170 | RM | - | - |
| 8 | Cutting into existing manholes for connecting new drains pipe of 150 mm dia, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate, surfaces smooth finished and reforming benching as required complete all as specified and as directed. | 20 | Each | - | - |
| 9 | Cutting into existing manholes for connecting new drains pipe of 225 mm dia, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate, surfaces smooth finished and reforming benching as required complete all as specified and as directed. | 20 | Each | - | - |
| 10 | Formwork to flat 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 as directed. | 8 | Sqm | - | - |
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