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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.9 LAccepted-AOC | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹46.0 L+₹4,537.56 (0.10%)Rejected-Finance | L2 | Rejected-Finance BEING NOT LOWEST TENDER. | |
| 3 | L3₹47.0 L+₹1.1 L (2.30%)Rejected-Finance NO 1C CHROMPET KANCHIPURAM TAMIL NADU 600044 INDIA | CHENGALPATTU | TAMIL NADU | 600044 | L3 | Rejected-Finance BEING NOT LOWEST TENDER. | |
| 4 | L4₹49.8 L+₹3.8 L (8.31%)Rejected-Finance 7 345 C 1 AERO NAGAR KANGEYAMPALAYAM KADAMPADI SULUR COIMBATORE TAMIL NADU 641401 | COIMBATORE | TAMIL NADU | 641401 | L4 | Rejected-Finance BEING NOT LOWEST TENDER. | |
| 5 | L5₹50.6 L+₹4.6 L (10.1%)Rejected-Finance 121004 | L5 | Rejected-Finance BEING NOT LOWEST TENDER. |
| Sl No | Description | Qty | Unit | KSR AND COMPANY L6 | p.chinnasamy L4 | LAKSHMI ELECTRICAL ENTERPRISES L3 | D.R ASSOCIATES L2 | KUMAR AGENCIES L8 | K S MUTHU CONSTRUCTTIONS L1 | NLK Construction L9 | Neptune Engineers and Builders L5 | KAARTHIC BUILDERS L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00SCHEDULE A BOQ | ||||||||||||
| 2.00 | Surface excavation n.exc 30 cm deep and getting out in hard / dense soil complete all as specified and directed. | 159.74 | Sqm | 130 ₹20,766.2 | 150 ₹23,961 | 110 ₹17,571.4 | 105 ₹16,772.7 | 215 ₹34,344.1 | 80 ₹12,779.2 Lowest | 98 ₹15,654.52 | 120 ₹19,168.8 | 126 ₹20,127.24 |
| 3.00 | Excavation in trenches not exceeding 1.5m wide and not exceeded 1.5m in depth; for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in hard/dense complete all as specified and directed. | 82.95 | Cum | 710 ₹58,894.5 | 800 ₹66,360 | 880 ₹72,996 | 690 ₹57,235.5 | 820 ₹68,019 | 650 ₹53,917.5 Lowest | 760 ₹63,042 | 695 ₹57,650.25 | 857 ₹71,088.15 |
| 4.00 | M & L Plain cement concrete (1:4:8) type B-2 using 40mm graded stone aggregate as in foundation filling and mass concrete all as specified. | 5.46 | Cum | 7,510 ₹41,032.2 | 6,800 ₹37,152.99 | 5,900 ₹32,235.68 | 6,010 ₹32,836.69 | 5,010 ₹27,373.01 Lowest | 5,600 ₹30,596.58 | 8,050 ₹43,982.58 | 7,000 ₹38,245.72 | 6,122 ₹33,448.62 |
| 5.00 | Returning, filling including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 59 | Cum | 200 ₹11,800 | 250 ₹14,750 | 150 ₹8,850 Lowest | 310 ₹18,290 | 410 ₹24,190 | 150 ₹8,850 Lowest | 352 ₹20,768 | 380 ₹22,420 | 194 ₹11,446 |
| 6.00 | Removing surplus excavated earth (soil) to a distance n. exc 50 m & Depositing where directed at a level n. exc 1.5 m above the starting point complete all as specified and directed. | 23.94 | Cum | 450 ₹10,773 | 410 ₹9,815.4 | 360 ₹8,618.4 | 345 ₹8,259.3 | 325 ₹7,780.5 | 300 ₹7,182 Lowest | 482 ₹11,539.08 | 500 ₹11,970 | 397 ₹9,504.18 |
| 7.00 | M&L for RCC M-25 (Design mix) (using 20mm graded stone aggregate) as in foundation including rafts, footing, foundation beams, plinth beams, bases for columns, etc and mass concrete all as specified. | 15.71 | Cum | 8,900 ₹1,39,850.6 | 7,900 ₹1,24,137.05 | 8,060 ₹1,26,651.21 | 9,500 ₹1,49,278.73 | 7,850 ₹1,23,351.37 Lowest | 9,000 ₹1,41,421.95 | 9,800 ₹1,53,992.79 | 9,010 ₹1,41,579.09 | 8,355 ₹1,31,286.71 |
| 8.00 | Formwork to flat 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. | 96.57 | Sqm | 540 ₹52,147.8 | 400 ₹38,628 | 360 ₹34,765.2 | 425 ₹41,042.25 | 551 ₹53,210.07 | 550 ₹53,113.5 | 480 ₹46,353.6 | 340 ₹32,833.8 Lowest | 500 ₹48,285 |
| 9.00 | M&L for RCC M-25 (Design mix) (using 20mm graded stone aggregate) as in Columns, pillars, piers, posts and struts, etc and mass concrete all as specified. | 7.2 | Cum | 8,950 ₹64,440 | 8,900 ₹64,080 | 10,000 ₹72,000 | 9,080 ₹65,376 | 8,792 ₹63,302.4 Lowest | 9,200 ₹66,240 | 10,500 ₹75,600 | 11,000 ₹79,200 | 9,200 ₹66,240 |
| 10.00 | Formwork to Square,rectangular or polygonal rough surface of concrete of sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed. | 117.6 | Sqm | 540 ₹63,504 | 400 ₹47,040 | 360 ₹42,336 Lowest | 500 ₹58,800 | 456 ₹53,625.6 | 600 ₹70,560 | 495 ₹58,212 | 385 ₹45,276 | 560 ₹65,856 |
Tender Value
Refer Docs
EMD Value
₹87,500
Closing Date
4 Mar 2026, 6:00 pmClosed
GE AF
KANGAYAMPALAYAM
ADDN/ALTN /IMPROVEMENT TO BLDG NO. P-216 AT AFS SULUR
2026_MES_749869_2
8834/E8
Open Tender
Miscellaneous Works
Item Rate
180 days
GE AF SULUR
Please ref tender document
7 documents required · 7 mandatory
₹500
GE AF SULUR
₹87,500
26 Jul 2026
19 Feb 2026
6 Mar 2026
19 Feb 2026
4 Mar 2026
26 Feb 2026
20 Feb 2026 - 22 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SCHEDULE A BOQ | - | - | - | - |
| 2 | Surface excavation n.exc 30 cm deep and getting out in hard / dense soil complete all as specified and directed. | 159.74 | Sqm | 100 | ₹15,974 |
| 3 | Excavation in trenches not exceeding 1.5m wide and not exceeded 1.5m in depth; for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in hard/dense complete all as specified and directed. | 82.95 | Cum | 100 | ₹8,295 |
| 4 | M & L Plain cement concrete (1:4:8) type B-2 using 40mm graded stone aggregate as in foundation filling and mass concrete all as specified. | 5.46 | Cum | 100 | ₹546.37 |
| 5 | Returning, filling including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 59 | Cum | 100 | ₹5,900 |
| 6 | Removing surplus excavated earth (soil) to a distance n. exc 50 m & Depositing where directed at a level n. exc 1.5 m above the starting point complete all as specified and directed. | 23.94 | Cum | 100 | ₹2,394 |
| 7 | M&L for RCC M-25 (Design mix) (using 20mm graded stone aggregate) as in foundation including rafts, footing, foundation beams, plinth beams, bases for columns, etc and mass concrete all as specified. | 15.71 | Cum | 100 | ₹1,571.36 |
| 8 | Formwork to flat 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. | 96.57 | Sqm | 100 | ₹9,657 |
| 9 | M&L for RCC M-25 (Design mix) (using 20mm graded stone aggregate) as in Columns, pillars, piers, posts and struts, etc and mass concrete all as specified. | 7.2 | Cum | 100 | ₹720 |
| 10 | Formwork to Square,rectangular or polygonal rough surface of concrete of sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed. | 117.6 | Sqm | 100 | ₹11,760 |
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