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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.4 LAccepted-AOC D NO 39 9 99 56 FLAT NO 501 SRI SAMPATH RESIDENCY MURALINAGAR VISAKHAPATNAM 530 007 | VISAKHAPATANAM | ANDHRA PRADESH | 530007 | ₹75.4 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹75.5 L+₹17,507.75 (0.23%)Rejected-Finance K 99 LGF KALKAJI NEW DELHI 110 019 | NEW DELHI | NEW DELHI | DELHI | 110019 | ₹75.5 L+₹17,507.75 (0.23%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹84.6 L+₹9.2 L (12.2%)Rejected-Finance RADHA NIKUNJ L 2 SOUTH CIVIL LINES ROORKEE HARIDWAR UTTARAKHAND 247667 | ROORKEE | HARIDWAR | UTTARAKHAND | 247667 | ₹84.6 L+₹9.2 L (12.2%) | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹85.2 L+₹9.9 L (13.1%)Rejected-Finance NO 1C C L C WORKS ROAD NEW COLONY CHROMEPET CHENNAI 600044 | CHENGALPATTU | TAMIL NADU | 600044 | ₹85.2 L+₹9.9 L (13.1%) | L4 | Rejected-Finance Not being L1 |
| 5 | L5₹89.8 L+₹14.5 L (19.2%)Rejected-Finance C O BHAGYODAY STORES BAZAR CHOWK NALIYA KUTCH 370 655 | KACHCHH | GUJARAT | 370655 | ₹89.8 L+₹14.5 L (19.2%) | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | LAKSHMI ELECTRICAL ENTERPRISES L4 | D NAGI REDDY L6 | ARP ENTERPRISES L1 | Krishna Engineering L5 | SOOD ASSOCIATES PVT LTD L2 | KRISHNA ENTERPRISES L7 | M/s S N Atiwadkar L9 | DHANSHRI ENTERPRISES L10 | M/S. ADARSH ENTERPRISES L11 | NORTH INDIA PEST CONTROL L8 | EX SOLDIERS MECHANICAL WORKS L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in hard and dense soil complete all as specified and directed. | 510 | SQM | 950 ₹4,84,500 | 115 ₹58,650 | 200 ₹1,02,000 | 60 ₹30,600 Lowest | 77 ₹39,270 | 100 ₹51,000 | 200 ₹1,02,000 | 150 ₹76,500 | 150 ₹76,500 | 85 ₹43,350 | 250 ₹1,27,500 |
| 2.00 | Earthwork excavation over areas with (soft/ disintergrated soil) not exceeding 1.5m in deep for foundation etc , and getting out complete all as specified and directed. | 82.59 | CUM | 500 ₹41,295 | 1,200 ₹99,108 | 150 ₹12,388.5 Lowest | 450 ₹37,165.5 | 217 ₹17,922.03 | 1,000 ₹82,590 | 1,000 ₹82,590 | 950 ₹78,460.5 | 960 ₹79,286.4 | 900 ₹74,331 | 600 ₹49,554 |
| 3.00 | Earthwork excavation over areas with (soft/ disintergrated soil) exceeding 1.5m but not exceeding 3.0m in deep for foundation etc , and getting out complete all as specified and directed. | 27.74 | CUM | 1,100 ₹30,514 | 1,350 ₹37,449 | 300 ₹8,322 | 950 ₹26,353 | 277 ₹7,683.98 Lowest | 1,200 ₹33,288 | 1,200 ₹33,288 | 1,300 ₹36,062 | 1,350 ₹37,449 | 1,100 ₹30,514 | 800 ₹22,192 |
| 4.00 | Excavation in trenches not exceeding 1.50 m wide and not exceeding 1.50 m depth for foundation and getting out in hard/dense soil complete all as specified and directed. | 44.63 | CUM | 1,400 ₹62,482 | 800 ₹35,704 | 300 ₹13,389 | 1,200 ₹53,556 | 227 ₹10,131.01 Lowest | 800 ₹35,704 | 1,200 ₹53,556 | 1,300 ₹58,019 | 1,350 ₹60,250.5 | 600 ₹26,778 | 700 ₹31,241 |
| 5.00 | Excavation in trenches not exceeding 1.5 m wide and n.exc. 1.5 m deep and getting out in hard/dense soil for laying of UG cables or for errection of pole complete all as specified and directed. | 4 | CUM | 510 ₹2,040 | 800 ₹3,200 | 300 ₹1,200 | 900 ₹3,600 | 277 ₹1,108 Lowest | 800 ₹3,200 | 1,200 ₹4,800 | 1,300 ₹5,200 | 1,350 ₹5,400 | 350 ₹1,400 | 1,000 ₹4,000 |
| 6.00 | Returning, filing in including spreading leveling, watering and well ramming in layers not exceeding 25 cm in hard / dense soil complete all as specified and directed. | 7.67 | CUM | 400 ₹3,068 | 950 ₹7,286.5 | 100 ₹767 Lowest | 120 ₹920.4 | 117 ₹897.39 | 300 ₹2,301 | 300 ₹2,301 | 200 ₹1,534 | 210 ₹1,610.7 | 150 ₹1,150.5 | 190 ₹1,457.3 |
| 7.00 | Removal of surplus soil to a distance exceeding 5Km and not exceeding 15KM ouside the MD land including loading uploading etc.complete all as specified and directed.
Note:- Palce of deposition and obtaining permission from local authorities etc in this regard shall be contractors responsibilty and the rate quated is inclusive of the Same. | 40.96 | CUM | 1,000 ₹40,960 | 900 ₹36,864 | 1,000 ₹40,960 | 1,400 ₹57,344 | 777 ₹31,825.92 | 750 ₹30,720 | 300 ₹12,288 | 200 ₹8,192 | 210 ₹8,601.6 | 300 ₹12,288 | 190 ₹7,782.4 Lowest |
| 8.00 | Material & Labour Plain Cement Concrete (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete all as specified and as directed. | 8.93 | CUM | 8,700 ₹77,691 | 5,900 ₹52,687 | 6,500 ₹58,045 | 6,100 ₹54,473 | 6,077 ₹54,267.61 | 7,500 ₹66,975 | 8,000 ₹71,440 | 8,500 ₹75,905 | 9,000 ₹80,370 | 5,500 ₹49,115 Lowest | 7,200 ₹64,296 |
| 9.00 | Material & Labour Plain Cement Concrete (1:3:6) type C-1 (using 20 mm graded stone aggregate) as in coping including weathering, slightly rounded or chamfered angles including necessary Use and waste of Form work complete all as specified and directed. | 1.4 | CUM | 9,500 ₹13,300 | 9,350 ₹13,090 | 7,500 ₹10,500 | 6,800 ₹9,520 Lowest | 8,077 ₹11,307.8 | 8,500 ₹11,900 | 9,000 ₹12,600 | 9,500 ₹13,300 | 10,500 ₹14,700 | 8,500 ₹11,900 | 8,500 ₹11,900 |
| 10.00 | Material & Labour Plain Cement Concrete block masonry type C1 1:3:6 (20mm graded stone aggregate) exc 10 cm in width and setting in mortar 1:4 complete all as specified and directed. | 16.8 | CUM | 9,500 ₹1,59,600 | 8,600 ₹1,44,480 | 9,000 ₹1,51,200 | 9,000 ₹1,51,200 | 8,877 ₹1,49,133.6 | 8,500 ₹1,42,800 | 11,000 ₹1,84,800 | 12,000 ₹2,01,600 | 12,000 ₹2,01,600 | 7,500 ₹1,26,000 Lowest | 8,900 ₹1,49,520 |
Tender Value
₹94.2 L
EMD Value
₹1.7 L
Closing Date
15 May 2026, 6:00 pmClosed
Ranjeet Kumar, IDSE, CWE
Commander Works Engineers AF South Gangamma Circle Opp Guard Room 410 AFS Jalahalli Bangalore 560013
INSTALLATION OF COVERED SHED AT AF SCHOOL COIMBATORE
2026_MES_760831_1
84318/E8
Open Tender
Civil Works
Item Rate
120 days
AGE (I) (AF) Coimbatore
As per tender documents
8 documents required · 8 mandatory
₹1,000
AGE (I) AF Coimbatore
₹1.7 L
Yes
24 Jul 2026
18 Apr 2026
22 May 2026
18 Apr 2026
15 May 2026
8 May 2026
18 Apr 2026 - 21 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in hard and dense soil complete all as specified and directed. | - | SQM | - | - |
| - | Earthwork excavation over areas with (soft/ disintergrated soil) not exceeding 1.5m in deep for foundation etc , and getting out complete all as specified and directed. | - | CUM | - | - |
| - | Earthwork excavation over areas with (soft/ disintergrated soil) exceeding 1.5m but not exceeding 3.0m in deep for foundation etc , and getting out complete all as specified and directed. | - | CUM | - | - |
| - | Excavation in trenches not exceeding 1.50 m wide and not exceeding 1.50 m depth for foundation and getting out in hard/dense soil complete all as specified and directed. | - | CUM | - | - |
| - | Excavation in trenches not exceeding 1.5 m wide and n.exc. 1.5 m deep and getting out in hard/dense soil for laying of UG cables or for errection of pole complete all as specified and directed. | - | CUM | - | - |
| - | Returning, filing in including spreading leveling, watering and well ramming in layers not exceeding 25 cm in hard / dense soil complete all as specified and directed. | - | CUM | - | - |
| - | Removal of surplus soil to a distance exceeding 5Km and not exceeding 15KM ouside the MD land including loading uploading etc.complete all as specified and directed.
Note:- Palce of deposition and obtaining permission from local authorities etc in this regard shall be contractors responsibilty and the rate quated is inclusive of the Same. | - | CUM | - | - |
| - | Material & Labour Plain Cement Concrete (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete all as specified and as directed. | - | CUM | - | - |
| - | Material & Labour Plain Cement Concrete (1:3:6) type C-1 (using 20 mm graded stone aggregate) as in coping including weathering, slightly rounded or chamfered angles including necessary Use and waste of Form work complete all as specified and directed. | - | CUM | - | - |
| - | Material & Labour Plain Cement Concrete block masonry type C1 1:3:6 (20mm graded stone aggregate) exc 10 cm in width and setting in mortar 1:4 complete all as specified and directed. | - | CUM | - | - |
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