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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.9 LAccepted-AOC NO 9 LAKSHMI NIVAS SOMASHETTAHALLI CHIKKABANAVARA POST BANGALORE 560 090 | BENGALURU URBAN | KARNATAKA | 560090 | ₹49.9 L | L1 | Accepted-AOC Accepted being L1 |
| 2 | L2₹50.0 L+₹5,243.87 (0.11%)Rejected-Finance NO 650 3RD CROSS MATHIKERE BANGALORE 560 054 | BENGALURU URBAN | KARNATAKA | 560054 | ₹50.0 L+₹5,243.87 (0.11%) | L2 | Rejected-Finance Rejected. Quoted rates are higher than L1 |
| 3 | L3₹50.3 L+₹31,489.12 (0.63%)Rejected-Finance SAI VILLA C 65 EKTA NAGAR BAREILLY UTTAR PRADESH 243 122 | BAREILLY | UTTAR PRADESH | 243122 | ₹50.3 L+₹31,489.12 (0.63%) | L3 | Rejected-Finance Rejected. Quoted rates are higher than L1 |
| 4 | L4₹50.4 L+₹49,793.21 (1.00%)Rejected-Finance WZ 487 2 MS BLOCK HARI NAGAR NEW DELHI 110064 | NEW DELHI | NEW DELHI | DELHI | 110064 | ₹50.4 L+₹49,793.21 (1.00%) | L4 | Rejected-Finance Rejected. Quoted rates are higher than L1 |
| 5 | L5₹50.5 L+₹58,228.27 (1.17%)Rejected-Finance NO 83 THAMMAIAH GARDEN ABBIGERE CHIKKABANAVARA PO BANGALORE 560 090 | BENGALURU URBAN | KARNATAKA | 560090 | ₹50.5 L+₹58,228.27 (1.17%) | L5 | Rejected-Finance Rejected. Quoted rates are higher than L1 |
| Sl No | Description | Qty | Unit | A.GOVINDARAJ L14 | RAMESH BABU CO L12 | LAKSHMI CONSTRUCTIONS L1 | M/S SRI BALAJI ENTERPRISES L5 | shashi shekar construction L7 | SRI MAHALAKSHMI CONSTRUCTIONS L6 | Maruthi constructions L2 | M/S Shiv Shakti Enterprises L4 | SREE BUILDERS L9 | M/S J S PRAKASAM L8 | SRI GANESH ENTERPRISES L11 | T C KARUNANITHI L13 | NORTH INDIA PEST CONTROL L3 | s v m construction building & engineers L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed. | 250 | Sqm | 60 ₹15,000 | 121 ₹30,250 | 35 ₹8,750 Lowest | 42 ₹10,500 | 40 ₹10,000 | 45 ₹11,250 | 40 ₹10,000 | 66 ₹16,500 | 50 ₹12,500 | 115 ₹28,750 | 64 ₹16,000 | 55 ₹13,750 | 40 ₹10,000 | 55 ₹13,750 |
| 2.00 | 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 sqm on plan and getting out in soft/ loose soil complete all as specified and directed. | 161.8 | Cum | 600 ₹97,080 | 555 ₹89,799 | 525 ₹84,945 | 530 ₹85,754 | 403 ₹65,205.4 | 390 ₹63,102 Lowest | 535 ₹86,563 | 521 ₹84,297.8 | 550 ₹88,990 | 400 ₹64,720 | 555 ₹89,799 | 650 ₹1,05,170 | 500 ₹80,900 | 625 ₹1,01,125 |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m in depth and not exc 3.00m depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting outn soft/ loose soil complete all as specified and directed. | 5 | Cum | 600 ₹3,000 | 655 ₹3,275 | 525 ₹2,625 | 550 ₹2,750 | 403 ₹2,015 | 450 ₹2,250 | 540 ₹2,700 | 521 ₹2,605 | 573 ₹2,865 | 400 ₹2,000 Lowest | 589 ₹2,945 | 700 ₹3,500 | 555 ₹2,775 | 625 ₹3,125 |
| 4.00 | Removing excavated material (soils) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 110.31 | Cum | 350 ₹38,608.5 | 655 ₹72,253.05 | 200 ₹22,062 | 190 ₹20,958.9 | 422 ₹46,550.82 | 220 ₹24,268.2 | 185 ₹20,407.35 Lowest | 521 ₹57,471.51 | 200 ₹22,062 | 450 ₹49,639.5 | 265 ₹29,232.15 | 400 ₹44,124 | 555 ₹61,222.05 | 325 ₹35,850.75 |
| 5.00 | Returning, filling in soft/loose soil, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 50.49 | Cum | 150 ₹7,573.5 | 145 ₹7,321.05 | 122 ₹6,159.78 | 125 ₹6,311.25 | 133 ₹6,715.17 | 200 ₹10,098 | 150 ₹7,573.5 | 147 ₹7,422.03 | 220 ₹11,107.8 | 100 ₹5,049 Lowest | 225 ₹11,360.25 | 140 ₹7,068.6 | 155 ₹7,825.95 | 125 ₹6,311.25 |
| 6.00 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation filing and mass concrete complete all as specified and directed. | 9.5 | Cum | 6,000 ₹57,000 | 5,900 ₹56,050 | 4,800 ₹45,600 | 5,000 ₹47,500 | 5,000 ₹47,500 | 600 ₹5,700 Lowest | 5,300 ₹50,350 | 5,055 ₹48,022.5 | 5,600 ₹53,200 | 5,120 ₹48,640 | 5,689 ₹54,045.5 | 6,200 ₹58,900 | 6,100 ₹57,950 | 6,150 ₹58,425 |
| 7.00 | M&L TMT bars 10m dia and over, 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 complete all as specified and directed. | 3,309 | Kg | 150 ₹4,96,350 | 150 ₹4,96,350 | 126 ₹4,16,934 Lowest | 130 ₹4,30,170 | 133 ₹4,40,097 | 126 ₹4,16,934 Lowest | 133 ₹4,40,097 | 126 ₹4,16,934 Lowest | 135 ₹4,46,715 | 130 ₹4,30,170 | 138 ₹4,56,642 | 145 ₹4,79,805 | 135 ₹4,46,715 | 145 ₹4,79,805 |
| 8.00 | Ditto all as per item No. 7 above but 6-8mm 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 complete all as specified and directed. | 606 | Kg | 150 ₹90,900 | 136 ₹82,416 | 126 ₹76,356 | 130 ₹78,780 | 128 ₹77,568 | 126 ₹76,356 | 133 ₹80,598 | 136 ₹82,416 | 135 ₹81,810 | 140 ₹84,840 | 138 ₹83,628 | 145 ₹87,870 | 125 ₹75,750 Lowest | 135 ₹81,810 |
| 9.00 | Ditto all as per item No. 7 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and as directed. | 1,615 | Kg | 150 ₹2,42,250 | 135 ₹2,18,025 | 126 ₹2,03,490 | 130 ₹2,09,950 | 125 ₹2,01,875 Lowest | 126 ₹2,03,490 | 133 ₹2,14,795 | 136 ₹2,19,640 | 130 ₹2,09,950 | 145 ₹2,34,175 | 130 ₹2,09,950 | 135 ₹2,18,025 | 125 ₹2,01,875 Lowest | 135 ₹2,18,025 |
| 10.00 | 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. | 122 | Sqm | 350 ₹42,700 | 400 ₹48,800 | 350 ₹42,700 | 350 ₹42,700 | 415 ₹50,630 | 650 ₹79,300 | 340 ₹41,480 | 404 ₹49,288 | 350 ₹42,700 | 415 ₹50,630 | 365 ₹44,530 | 335 ₹40,870 | 325 ₹39,650 Lowest | 400 ₹48,800 |
Tender Value
Refer Docs
EMD Value
₹99,800
Closing Date
22 Jul 2026, 6:00 pmClosed
Garrison Engineer M AF Jalahalli
Garrison Engineer M AF Jalahalli 560013
PROVISIONING OF VISITOR CONTROL ROOM IN 16TS WICKET GATE AND APPROACH PATHWAY FROM CSD TO AFFWA AT AFS JALAHALLI
2026_MES_775737_1
8352/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
₹99,800
Yes
8 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 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed. | 250 | Sqm | - | - |
| 2 | 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 sqm on plan and getting out in soft/ loose soil complete all as specified and directed. | 161.8 | Cum | - | - |
| 3 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m in depth and not exc 3.00m depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting outn soft/ loose soil complete all as specified and directed. | 5 | Cum | - | - |
| 4 | Removing excavated material (soils) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 110.31 | Cum | - | - |
| 5 | Returning, filling in soft/loose soil, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 50.49 | Cum | - | - |
| 6 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation filing and mass concrete complete all as specified and directed. | 9.5 | Cum | - | - |
| 7 | M&L TMT bars 10m dia and over, 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 complete all as specified and directed. | 3,309 | Kg | - | - |
| 8 | Ditto all as per item No. 7 above but 6-8mm 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 complete all as specified and directed. | 606 | Kg | - | - |
| 9 | Ditto all as per item No. 7 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and as directed. | 1,615 | Kg | - | - |
| 10 | 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. | 122 | Sqm | - | - |
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