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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.3 LAdmitted-Finance | ₹43.3 L | L1 | Admitted-Finance |
| 2 | L2₹44.2 L+₹87,275 (2.01%)Admitted-Finance NO 422 CHURCH STREET NEW THIPPASANDRA BANGALORE 560075 | BANGALORE | BANGALORE | KARNATAKA | 560075 | ₹44.2 L+₹87,275 (2.01%) | L2 | Admitted-Finance |
| 3 | L3₹44.6 L+₹1.2 L (2.87%)Admitted-Finance | ₹44.6 L+₹1.2 L (2.87%) | L3 | Admitted-Finance |
| 4 | L4₹44.9 L+₹1.5 L (3.56%)Admitted-Finance 10 AISHWARYA 1ST FLOOR 2ND CROSS ANNAYAPPA GARDEN NEW THIPPASANDRA HAL HAL III STAGE BANGALORE 560075 | BENGALURU URBAN | KARNATAKA | 560075 | ₹44.9 L+₹1.5 L (3.56%) | L4 | Admitted-Finance |
| 5 | L5₹45.0 L+₹1.7 L (3.85%)Admitted-Finance | ₹45.0 L+₹1.7 L (3.85%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Siddivinayaka Constructions L2 | G K CONSTRUCTIONS L6 | PRANAVI CONSTRUCTION L3 | AishwaryaConstructions L5 | Sri Lakshmi Constructions L1 | VARALAKSHMI CONSTRUCTIONS L4 | Lite Systems Indus Pvt Ltd L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete of any description & in any position etc complete all as specified and directed. | 13 | Cum | 1,300 ₹16,900 | 1,300 ₹16,900 | 1,300 ₹16,900 | 1,100 ₹14,300 | 1,000 ₹13,000 Lowest | 1,210 ₹15,730 | 1,301 ₹16,913 |
| 2.00 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all specified and directed. | 51 | Cum | 510 ₹26,010 | 530 ₹27,030 | 500 ₹25,500 | 510 ₹26,010 | 460 ₹23,460 Lowest | 500 ₹25,500 | 532 ₹27,132 |
| 3.00 | Demolition of stone/Brick masonry built-in cement mortar incl all quions arches, pillars etc | 14 | Cum | 1,300 ₹18,200 | 1,300 ₹18,200 | 1,100 ₹15,400 | 1,290 ₹18,060 | 1,000 ₹14,000 Lowest | 1,210 ₹16,940 | 1,301 ₹18,214 |
| 4.00 | Dismantling wrought iron or mild steel work of any description not othervise provided for. | 1 | Qtl | 210 ₹210 | 190 ₹190 Lowest | 210 ₹210 | 220 ₹220 | 200 ₹200 | 190 ₹190 Lowest | 240 ₹240 |
| 5.00 | Dismantling plain or corrugated steel sheeting any guage / thickness incl nainital pattern or similar pattern roof covering. | 9 | Sqm | 52 ₹468 | 60 ₹540 | 60 ₹540 | 90 ₹810 | 50 ₹450 Lowest | 70 ₹630 | 66 ₹594 |
| 6.00 | Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directedall as directed by Engr-in-charge. | 74 | Cum | 620 ₹45,880 | 700 ₹51,800 | 620 ₹45,880 | 700 ₹51,800 | 600 ₹44,400 Lowest | 620 ₹45,880 | 701 ₹51,874 |
| 7.00 | Removing building materials etc.to a distance 5 km or under, beyond the lead included in the rates, including loading, unloading and stacking at the destination complete all as specified | 21 | Per load | 2,300 ₹48,300 | 2,300 ₹48,300 | 2,300 ₹48,300 | 2,100 ₹44,100 | 2,000 ₹42,000 Lowest | 2,211 ₹46,431 | 2,322 ₹48,762 |
| 8.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed. | 134 | Cum | 300 ₹40,200 Lowest | 450 ₹60,300 | 510 ₹68,340 | 300 ₹40,200 Lowest | 400 ₹53,600 | 410 ₹54,940 | 456 ₹61,104 |
| 9.00 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m n exc 3.0m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. exc 10 sq m on plan and getting out hard / dense soil complete all as specified and directed. | 24 | Cum | 420 ₹10,080 | 450 ₹10,800 | 390 ₹9,360 Lowest | 800 ₹19,200 | 400 ₹9,600 | 405 ₹9,720 | 456 ₹10,944 |
| 10.00 | M&L for PCC 1:4:8, type D2 using 40mm graded stone aggregate as in foundations, filling and mass concrete, complete all as specified and directed. | 11 | Cum | 7,000 ₹77,000 | 6,600 ₹72,600 | 7,000 ₹77,000 | 7,200 ₹79,200 | 5,500 ₹60,500 Lowest | 6,800 ₹74,800 | 6,700 ₹73,700 |
Tender Value
₹42.4 L
EMD Value
₹84,800
Closing Date
21 Aug 2026, 6:00 pmClosed
GE AF MARATHAHALLI WIND TUNNEL ROAD, KEMPAPURA, YE
GE AF MARATHAHALLI WIND TUNNEL ROAD, KEMPAPURA, YEMALUR POST, BANGALORE. PIN- 560037
PROVN OF REST ROOMS FOR GUARDS AT ASTE UNDER GE (AF) MARATHAHALLI BANGALORE
2026_MES_780796_1
8861/E8
Open Tender
Civil Works
Item Rate
270 days
GE AF MARATHAHALLI WIND TUNNEL ROAD, KEMPAPURA, YE
AS PER ENIT
7 documents required · 7 mandatory
₹500
GE AF MARATHAHALLI WIND TUNNEL ROAD, KEMPAPURA, YE
₹84,800
Yes
28 Aug 2026
25 Jul 2026
26 Aug 2026
25 Jul 2026
21 Aug 2026
8 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of cement concrete of any description & in any position etc complete all as specified and directed. | 13 | Cum | - | - |
| 2 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all specified and directed. | - | Cum | - | - |
| 3 | Demolition of stone/Brick masonry built-in cement mortar incl all quions arches, pillars etc | 14 | Cum | - | - |
| 4 | Dismantling wrought iron or mild steel work of any description not othervise provided for. | 1 | Qtl | - | - |
| 5 | Dismantling plain or corrugated steel sheeting any guage / thickness incl nainital pattern or similar pattern roof covering. | 9 | Sqm | - | - |
| 6 | Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directedall as directed by Engr-in-charge. | - | Cum | - | - |
| 7 | Removing building materials etc.to a distance 5 km or under, beyond the lead included in the rates, including loading, unloading and stacking at the destination complete all as specified | 21 | Per load | - | - |
| 8 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed. | - | Cum | - | - |
| 9 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m n exc 3.0m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. exc 10 sq m on plan and getting out hard / dense soil complete all as specified and directed. | 24 | Cum | - | - |
| 10 | M&L for PCC 1:4:8, type D2 using 40mm graded stone aggregate as in foundations, filling and mass concrete, complete all as specified and directed. | - | Cum | - | - |
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