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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.0 LAccepted-AOC 15 5 1ST MAIN 2ND CROSS K S TOWN BANGALORE BANGALORE RURAL KARNATAKA 560060 | BENGALURU URBAN | KARNATAKA | 560060 | L1 | Accepted-AOC Accepted being L1 | |
| 2 | L2₹49.8 L+₹1.8 L (3.76%)Rejected-Finance | L2 | Rejected-Finance Rejected. Quoted rates are higher than L1 | |
| 3 | L3₹49.9 L+₹1.9 L (4.05%)Rejected-Finance NO 9 LAKSHMI NIVAS SOMASHETTAHALLI CHIKKABANAVARA POST BANGALORE 560 090 | BENGALURU URBAN | KARNATAKA | 560090 | L3 | Rejected-Finance Rejected. Quoted rates are higher than L1 | |
| 4 | L4₹50.0 L+₹2.0 L (4.14%)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₹51.5 L+₹3.5 L (7.28%)Rejected-Finance 21 9TH MAIN 4TH CROSS GOWDAKEHOLA BAGALAKUNTE NAGASANDRA POST BANGALORE 560073 | BENGALURU URBAN | KARNATAKA | 560073 | L5 | Rejected-Finance Rejected. Quoted rates are higher than L1 |
| Sl No | Description | Qty | Unit | LAKSHMI CONSTRUCTIONS L3 | chowdeshwariconstructionco L8 | M B Patel and Sons L2 | SRI MAHALAKSHMI CONSTRUCTIONS L5 | ARUNOTHAYA TRADERS L12 | BYRAVESHWARA CONSTUCTION L6 | A.GOVINDARAJ L11 | M/S Shiv Shakti Enterprises L15 | shashi shekar construction L13 | SREE VINAYAKA ENTERPRISES L1 | RAMESH BABU CO L10 | T C KARUNANITHI L7 | NORTH INDIA PEST CONTROL L4 | M/S J S PRAKASAM L14 | s v m construction building & engineers L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n exc 30 cm deep and avg 15 cm deep and getting out in hard/dense of soil complete all as specified and directed. | 1,250 | Sqm | 25 ₹31,250 Lowest | 45 ₹56,250 | 30 ₹37,500 | 36 ₹45,000 | 50 ₹62,500 | 33 ₹41,250 | 65 ₹81,250 | 57.5 ₹71,875 | 105 ₹1,31,250 | 150 ₹1,87,500 | 57 ₹71,250 | 55 ₹68,750 | 65 ₹81,250 | 77 ₹96,250 | 65 ₹81,250 |
| 2.00 | Excavation in trenches n'exc 1.5m wide and n'exc 1.5 mtr depth for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. nexc 10 sq m on plan for sewage pipe line and manhole etc and getting out in hard/dense soil complete all as specified and directed. | 30.5 | Cum | 505 ₹15,402.5 | 520 ₹15,860 | 500 ₹15,250 | 515 ₹15,707.5 | 500 ₹15,250 | 518 ₹15,799 | 650 ₹19,825 | 503 ₹15,341.5 | 717 ₹21,868.5 | 450 ₹13,725 Lowest | 502 ₹15,311 | 600 ₹18,300 | 700 ₹21,350 | 700 ₹21,350 | 615 ₹18,757.5 |
| 3.00 | Returning, filling incl spreading, levelling watering and well ramming in layers n'exc 25cm in soft/loose soil complete all as specified and directed | 20.5 | Cum | 204 ₹4,182 | 210 ₹4,305 | 200 ₹4,100 | 206 ₹4,223 | 170 ₹3,485 | 207 ₹4,243.5 | 165 ₹3,382.5 | 155 ₹3,177.5 | 148 ₹3,034 | 130 ₹2,665 Lowest | 135 ₹2,767.5 | 150 ₹3,075 | 150 ₹3,075 | 150 ₹3,075 | 145 ₹2,972.5 |
| 4.00 | Removing excavated material to a distance not exceeding 50m and depositing where directed at a level not exc 1.50m above the starting point complete all as specified and directed. | 25 | Cum | 204 ₹5,100 | 215 ₹5,375 | 200 ₹5,000 | 206 ₹5,150 | 415 ₹10,375 | 207 ₹5,175 | 400 ₹10,000 | 444 ₹11,100 | 430 ₹10,750 | 80 ₹2,000 Lowest | 402 ₹10,050 | 350 ₹8,750 | 450 ₹11,250 | 400 ₹10,000 | 355 ₹8,875 |
| 5.00 | Formwork to sides of concrete foundations, footings, bases of columns, rafts, plinth beam and similar work;vertical or to batter complete all as specified and as directed. | 75.39 | Sqm | 610 ₹45,987.9 | 615 ₹46,364.85 | 600 ₹45,234 | 618 ₹46,591.02 | 425 ₹32,040.75 | 621 ₹46,817.19 | 420 ₹31,663.8 | 444 ₹33,473.16 | 430 ₹32,417.7 | 500 ₹37,695 | 425 ₹32,040.75 | 350 ₹26,386.5 Lowest | 450 ₹33,925.5 | 400 ₹30,156 | 355 ₹26,763.45 |
| 6.00 | M&L RCC M-25 (20mm graded aggregate) For Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, lintel beams etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. | 9.5 | Cum | 8,100 ₹76,950 | 8,500 ₹80,750 | 8,000 ₹76,000 Lowest | 8,240 ₹78,280 | 9,400 ₹89,300 | 8,280 ₹78,660 | 9,500 ₹90,250 | 10,950 ₹1,04,025 | 9,500 ₹90,250 | 8,000 ₹76,000 Lowest | 10,200 ₹96,900 | 9,000 ₹85,500 | 9,400 ₹89,300 | 9,500 ₹90,250 | 9,200 ₹87,400 |
| 7.00 | TMT bars 10mm dia & over cut to length bent to shape required including cranking bending spirally for hoping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with chip with deep quality confirming to FE 500/FE 500D complete all as specified and directed. | 2,006.29 | Kg | 131 ₹2,62,823.99 | 135 ₹2,70,849.15 | 130 ₹2,60,817.7 | 134 ₹2,68,842.86 | 130 ₹2,60,817.7 | 135 ₹2,70,849.15 | 120 ₹2,40,754.8 | 155 ₹3,10,974.95 | 130 ₹2,60,817.7 | 155 ₹3,10,974.95 | 155 ₹3,10,974.95 | 130 ₹2,60,817.7 | 95 ₹1,90,597.55 Lowest | 155 ₹3,10,974.95 | 145 ₹2,90,912.05 |
| 8.00 | Ditto Ser No. 7 above but 6mm dia and over upto 8mm dia complete all as specified and as directed. | 150 | Kg | 130 ₹19,500 | 138 ₹20,700 | 130 ₹19,500 | 136 ₹20,400 | 125 ₹18,750 | 135 ₹20,250 | 100 ₹15,000 Lowest | 155 ₹23,250 | 130 ₹19,500 | 155 ₹23,250 | 157 ₹23,550 | 130 ₹19,500 | 110 ₹16,500 | 155 ₹23,250 | 145 ₹21,750 |
| 9.00 | Ditto Ser 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. | 617.9 | Kg | 132 ₹81,562.8 | 140 ₹86,506 | 130 ₹80,327 | 138 ₹85,270.2 | 135 ₹83,416.5 | 136 ₹84,034.4 | 100 ₹61,790 Lowest | 155 ₹95,774.5 | 135 ₹83,416.5 | 155 ₹95,774.5 | 145 ₹89,595.5 | 130 ₹80,327 | 110 ₹67,969 | 155 ₹95,774.5 | 145 ₹89,595.5 |
| 10.00 | M&L Pre-cast PCC 1:3:6 type C1 (using 20 mm graded stone agg) cement concrete block masonry with solid blocks exc. 10cm in width and set in cement mortar 1:6 of any description complete all as specified and as directed. | 86.27 | Cum | 6,100 ₹5,26,247 | 6,500 ₹5,60,755 | 6,000 ₹5,17,620 | 6,180 ₹5,33,148.6 | 7,100 ₹6,12,517 | 6,210 ₹5,35,736.7 | 7,000 ₹6,03,890 | 6,680 ₹5,76,283.6 | 7,500 ₹6,47,025 | 8,050 ₹6,94,473.5 | 6,500 ₹5,60,755 | 6,500 ₹5,60,755 | 5,200 ₹4,48,604 Lowest | 6,500 ₹5,60,755 | 6,400 ₹5,52,128 |
Tender Value
Refer Docs
EMD Value
₹98,200
Closing Date
23 Jun 2026, 6:00 pmClosed
Garrison Engineer M AF Jalahalli
Garrison Engineer M AF Jalahalli Bangalore 560013
PROVISION OF STORE AT CERTAIN PLACES CHANGING ROOM IN AIRMEN CLOTHING STORE IN LOGISTICS SECTION CONNECTING PATHWAY AT MES INSTALLATION BOUNDARY WALL AT PARADE GROUND AT ETI OF AFS JALAHALLI AND AFTC
2026_MES_769339_1
8348/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
₹98,200
21 Jul 2026
2 Jun 2026
30 Jun 2026
2 Jun 2026
23 Jun 2026
16 Jun 2026
2 Jun 2026 - 9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n exc 30 cm deep and avg 15 cm deep and getting out in hard/dense of soil complete all as specified and directed. | 1,250 | Sqm | - | - |
| 2 | Excavation in trenches n'exc 1.5m wide and n'exc 1.5 mtr depth for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. nexc 10 sq m on plan for sewage pipe line and manhole etc and getting out in hard/dense soil complete all as specified and directed. | 30.5 | Cum | - | - |
| 3 | Returning, filling incl spreading, levelling watering and well ramming in layers n'exc 25cm in soft/loose soil complete all as specified and directed | 20.5 | Cum | - | - |
| 4 | Removing excavated material to a distance not exceeding 50m and depositing where directed at a level not exc 1.50m above the starting point complete all as specified and directed. | 25 | Cum | - | - |
| 5 | Formwork to sides of concrete foundations, footings, bases of columns, rafts, plinth beam and similar work;vertical or to batter complete all as specified and as directed. | 75.39 | Sqm | - | - |
| 6 | M&L RCC M-25 (20mm graded aggregate) For Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, lintel beams etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. | 9.5 | Cum | - | - |
| 7 | TMT bars 10mm dia & over cut to length bent to shape required including cranking bending spirally for hoping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with chip with deep quality confirming to FE 500/FE 500D complete all as specified and directed. | 2,006.29 | Kg | - | - |
| 8 | Ditto Ser No. 7 above but 6mm dia and over upto 8mm dia complete all as specified and as directed. | 150 | Kg | - | - |
| 9 | Ditto Ser 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. | 617.9 | Kg | - | - |
| 10 | M&L Pre-cast PCC 1:3:6 type C1 (using 20 mm graded stone agg) cement concrete block masonry with solid blocks exc. 10cm in width and set in cement mortar 1:6 of any description complete all as specified and as directed. | 86.27 | Cum | - | - |
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