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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.8 LAccepted-AOC NO 6 G 2 SS ENCLAVE 1ST MAIN 1ST CROSS INDIAN EXPRESS LAYOUT VIRUPAKSHAPURA VIDYARANYAPURA POST BANGALORE 560 097 | BENGALURU URBAN | KARNATAKA | 560097 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹41.9 L+₹2.2 L (5.42%)Rejected-AOC NO 9A VINAYAKANILAYA KANAKA GANAPATHI STREET OM SHAKTHI LAYOUT KANAKAGIRI HORAMAVU POST BANGALORE 560 043 | BENGALURU URBAN | KARNATAKA | 560043 | L2 | Rejected-AOC Rejected | |
| 3 | L3₹43.0 L+₹3.2 L (8.07%)Rejected-AOC NO 26 SRI GANESH 7TH CROSS BDS NAGAR DIBBUR RAMAIAH LAYOUT K NARAYANPURA MAIN ROAD BANGALORE 560 077 | BENGALURU URBAN | KARNATAKA | 560077 | L3 | Rejected-AOC Rejected | |
| 4 | L4₹43.0 L+₹3.2 L (8.16%)Rejected-AOC 37 4TH CROSS ASHWATHNAGAR SANJYANAGAR POST BANGALORE 560 094 | BENGALURU URBAN | KARNATAKA | 560094 | L4 | Rejected-AOC Rejected | |
| 5 | L5₹43.2 L+₹3.4 L (8.62%)Rejected-AOC 14 3RD CROSS ASHWATHNAGAR RMV 2ND STAGE SANJAY NAGAR POST HEBBAL BANGALORE 560 094 | BENGALURU URBAN | KARNATAKA | 560094 | L5 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | Sri Vijalakshmi Constructions L9 | VIKAS CONSTRUCTIONS L1 | M/s BHOOMI ELECTRICALS L6 | PRACHANIVA CONSTRUCTIONS L2 | M R CONSTRUCTIONS L5 | M/S J S PRAKASAM L4 | raashi constructions L7 | G SURESH RAJU L8 | SRI GANESH ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for foundations etc., and getting out in hard /dense soil complete all as specified and as directed by Engr-in-charge. | 125.16 | Cum | 500 ₹62,580 | 520 ₹65,083.2 | 465 ₹58,199.4 | 460 ₹57,573.6 | 395 ₹49,438.2 Lowest | 450 ₹56,322 | 550 ₹68,838 | 543 ₹67,961.88 | 440 ₹55,070.4 |
| 2.00 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25cm in hard /dense soil complete all as specified and as directed by Engr-in-charge. | 10.32 | Cum | 300 ₹3,096 | 120 ₹1,238.4 Lowest | 240 ₹2,476.8 | 250 ₹2,580 | 185 ₹1,909.2 | 275 ₹2,838 | 148 ₹1,527.36 | 135 ₹1,393.2 | 225 ₹2,322 |
| 3.00 | Removing excavated material (soil) not exc 50m and depositing where directed at a level not exc 1.50m above the starting point complete all as specified and as directed by Engr-in-charge. | 114.84 | Cum | 350 ₹40,194 | 350 ₹40,194 | 280 ₹32,155.2 | 250 ₹28,710 | 150 ₹17,226 | 225 ₹25,839 | 128 ₹14,699.52 Lowest | 150 ₹17,226 | 250 ₹28,710 |
| 4.00 | Material and labour for PCC 1:4:8 type D-2 (Using 40mm graded stone aggregates) in foundation, fillings and mass concrete complete all as specified and as directed by Engr-in-charge. | 12.04 | Cum | 6,100 ₹73,444 | 4,800 ₹57,792 Lowest | 6,900 ₹83,076 | 6,200 ₹74,648 | 6,900 ₹83,076 | 6,500 ₹78,260 | 6,900 ₹83,076 | 6,210 ₹74,768.4 | 6,500 ₹78,260 |
| 5.00 | Use and waste of form work 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 for rough finished flat surfaces of concrete complete all as specified and as directed by Engr-in-charge. | 67.2 | Sqm | 500 ₹33,600 Lowest | 550 ₹36,960 | 603 ₹40,521.6 | 600 ₹40,320 | 600 ₹40,320 | 625 ₹42,000 | 700 ₹47,040 | 540 ₹36,288 | 645 ₹43,344 |
| 6.00 | Use and waste of form work to sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surfaces of concrete, square, rectangular or polygonal complete all as specified and as directed by Engr-in-charge. | 46.67 | Sqm | 525 ₹24,501.75 Lowest | 560 ₹26,135.2 | 703 ₹32,809.01 | 680 ₹31,735.6 | 725 ₹33,835.75 | 700 ₹32,669 | 725 ₹33,835.75 | 540 ₹25,201.8 | 600 ₹28,002 |
| 7.00 | Material and labour for TMT bars 10mm dia and over, cut to length, bent to shape required, inculding 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 complete all as specified and as directed by Engr-in-charge. | 1,176.9 | Kg | 121 ₹1,42,404.9 | 125 ₹1,47,112.5 | 130 ₹1,52,997 | 133 ₹1,56,527.7 | 135 ₹1,58,881.5 | 130 ₹1,52,997 | 131 ₹1,54,173.9 | 120 ₹1,41,228 Lowest | 128 ₹1,50,643.2 |
| 8.00 | All as per item No.07 here-in-before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and as directed by Engr-in-charge. | 168.7 | Kg | 121 ₹20,412.7 | 115 ₹19,400.5 Lowest | 130 ₹21,931 | 135 ₹22,774.5 | 138 ₹23,280.6 | 131 ₹22,099.7 | 130 ₹21,931 | 120 ₹20,244 | 130 ₹21,931 |
| 9.00 | Material and labour for RCC M-25 (Design mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for coloumns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by Engr-in-charge. | 20.16 | Cum | 8,000 ₹1,61,280 | 8,500 ₹1,71,360 | 9,500 ₹1,91,520 | 8,400 ₹1,69,344 | 9,000 ₹1,81,440 | 8,500 ₹1,71,360 | 7,500 ₹1,51,200 Lowest | 9,840 ₹1,98,374.4 | 9,000 ₹1,81,440 |
| 10.00 | Material and labour for RCC M-25 (Design mix) as in columns, pillars, piers, posts and struts complete all as specified and as directed by Engr-in-charge. | 3.5 | Cum | 8,100 ₹28,350 | 9,500 ₹33,250 | 9,500 ₹33,250 | 8,600 ₹30,100 | 9,400 ₹32,900 | 8,800 ₹30,800 | 7,500 ₹26,250 Lowest | 9,840 ₹34,440 | 9,200 ₹32,200 |
Tender Value
Refer Docs
EMD Value
₹77,858
Closing Date
29 Jun 2026, 6:00 pmClosed
GE (AF) BANGALORE
Garrison Engineer (AF), Military Engineer Services, HQ Trg Comd, IAF Campus, Hebbal, Bangalore 560 006
PROVN OF ALLIED SPORTS INFRASTRUCTURE TO CERTAIN LOCATION AT HQTC BANGALORE
2026_MES_770504_1
8523/E8
Open Tender
Civil Works
Item Rate
180 days
GE (AF) BANGALORE
AS PER NIT
5 documents required · 5 mandatory
₹500
GE (AF) BANGALORE
₹77,858
Yes
10 Aug 2026
8 Jun 2026
1 Jul 2026
8 Jun 2026
29 Jun 2026
22 Jun 2026
9 Jun 2026 - 16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for foundations etc., and getting out in hard /dense soil complete all as specified and as directed by Engr-in-charge. | 125.16 | Cum | - | - |
| 2 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25cm in hard /dense soil complete all as specified and as directed by Engr-in-charge. | 10.32 | Cum | - | - |
| 3 | Removing excavated material (soil) not exc 50m and depositing where directed at a level not exc 1.50m above the starting point complete all as specified and as directed by Engr-in-charge. | 114.84 | Cum | - | - |
| 4 | Material and labour for PCC 1:4:8 type D-2 (Using 40mm graded stone aggregates) in foundation, fillings and mass concrete complete all as specified and as directed by Engr-in-charge. | 12.04 | Cum | - | - |
| 5 | Use and waste of form work 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 for rough finished flat surfaces of concrete complete all as specified and as directed by Engr-in-charge. | 67.2 | Sqm | - | - |
| 6 | Use and waste of form work to sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surfaces of concrete, square, rectangular or polygonal complete all as specified and as directed by Engr-in-charge. | 46.67 | Sqm | - | - |
| 7 | Material and labour for TMT bars 10mm dia and over, cut to length, bent to shape required, inculding 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 complete all as specified and as directed by Engr-in-charge. | 1,176.9 | Kg | - | - |
| 8 | All as per item No.07 here-in-before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and as directed by Engr-in-charge. | 168.7 | Kg | - | - |
| 9 | Material and labour for RCC M-25 (Design mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for coloumns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by Engr-in-charge. | 20.16 | Cum | - | - |
| 10 | Material and labour for RCC M-25 (Design mix) as in columns, pillars, piers, posts and struts complete all as specified and as directed by Engr-in-charge. | 3.5 | Cum | - | - |
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