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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAdmitted-Finance | ₹7.5 L | L1 | Admitted-Finance |
| 2 | L2₹7.7 L+₹19,438 (2.59%)Admitted-Finance | ₹7.7 L+₹19,438 (2.59%) | L2 | Admitted-Finance |
| 3 | L3₹8.0 L+₹50,910 (6.79%)Admitted-Finance | ₹8.0 L+₹50,910 (6.79%) | L3 | Admitted-Finance |
| 4 | L4₹8.0 L+₹53,835 (7.18%)Admitted-Finance | ₹8.0 L+₹53,835 (7.18%) | L4 | Admitted-Finance |
| 5 | L5₹8.0 L+₹54,445 (7.26%)Admitted-Finance E 37 CWE AF SOUTH BANGALORE A I A II B I | BENGALURU URBAN | KARNATAKA | 560001 | ₹8.0 L+₹54,445 (7.26%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | p.chinnasamy L3 | SEMBA ELECTRICALS L5 | GOVINDAN KUTTY and CO L6 | AK CONSTRUCTION L4 | Kanns Project Management And Consultancy L2 | P JAYAPATHY & C0 L1 | RISHAN INFRA ENTERPRISES L7 | ELITE ENGINEERS AND BUILDERS L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation in soft & disintegrated soil n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out as directed. | 390 | Sqm | 110 ₹42,900 | 100 ₹39,000 | 36 ₹14,040 Lowest | 132 ₹51,480 | 124 ₹48,360 | 150 ₹58,500 | 111 ₹43,290 | 84 ₹32,760 |
| 2.00 | M&L for 100mm thick PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in floor/hard-standing/path/Plinth protection finished even and smooth without using extra cement complete. | 140 | Sqm | 800 ₹1,12,000 | 700 ₹98,000 | 990 ₹1,38,600 | 680 ₹95,200 | 672 ₹94,080 Lowest | 680 ₹95,200 | 722 ₹1,01,080 | 868 ₹1,21,520 |
| 3.00 | M & L for chequered tile / Heavy duty parking tiles size 200x200 to 400x400mm of thickness upto 25mm or as specifed (with grey & cement/ colour pigment as specified) in floor of rectified edges ( joint free) etc set and jointed in neat cement slury over cement screed 15 mm thick 1:6. directed by Engr-in-charge | 140 | Sqm | 1,400 ₹1,96,000 | 1,300 ₹1,82,000 | 1,225 ₹1,71,500 Lowest | 1,420 ₹1,98,800 | 1,395 ₹1,95,300 | 1,310 ₹1,83,400 | 1,333 ₹1,86,620 | 1,380 ₹1,93,200 |
| 4.00 | M &L PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundation filling/ levelling PCC and mass concrete all as specified and as directed | 1.2 | Cum | 6,200 ₹7,440 | 6,500 ₹7,800 | 4,500 ₹5,400 Lowest | 9,250 ₹11,100 | 7,590 ₹9,108 | 5,200 ₹6,240 | 5,888 ₹7,065.6 | 5,680 ₹6,816 |
| 5.00 | M & L Machine pressed precast concrete rubber moulded interlocking paver block (With Grey cement and colour pigment) any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade all as specified and directed | 250 | Sqm | 1,275 ₹3,18,750 | 1,370 ₹3,42,500 | 1,445 ₹3,61,250 | 1,275 ₹3,18,750 | 1,210 ₹3,02,500 | 1,095 ₹2,73,750 Lowest | 1,477 ₹3,69,250 | 1,580 ₹3,95,000 |
| 6.00 | M & L Hardcore of gauge 12.5mm chips, deposited, spread and levelled in layers n exc. 15cm thick, watered, compacted and rammed to a true surface | 25 | Cum | 2,400 ₹60,000 | 2,600 ₹65,000 | 2,900 ₹72,500 | 2,400 ₹60,000 | 2,300 ₹57,500 | 2,700 ₹67,500 | 2,700 ₹67,500 | 2,280 ₹57,000 Lowest |
| 7.00 | M&L Providing and laying at or near ground level factory made kerb stone wall of M-25 grade cement concrete in position (Size as specified) to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. all as specified and directed | 2.5 | Cum | 14,800 ₹37,000 | 18,500 ₹46,250 | 22,500 ₹56,250 | 15,270 ₹38,175 | 15,010 ₹37,525 | 14,500 ₹36,250 Lowest | 19,555 ₹48,887.5 | 14,860 ₹37,150 |
| 8.00 | Removing excavated material to a distance exc 1.5km but n.exc 5km and depositing where directed at a level n.exc 1.50m from starting point. | 58.5 | Cum | 450 ₹26,325 | 400 ₹23,400 Lowest | 475 ₹27,787.5 | 510 ₹29,835 | 420 ₹24,570 | 490 ₹28,665 | 711 ₹41,593.5 | 680 ₹39,780 |
Tender Value
₹7.9 L
EMD Value
₹15,760
Closing Date
20 Aug 2026, 6:00 pmClosed
AGE I AF coimbatore
AGE I AF COIMBATORE AFAC COMPLEX KAMARAJAR ROAD RED FIELD POST COIMBATORE PIN -641018
PROVN OF INTERLOCKING TILES AND CHEQUERED TILES AT CERTAIN LOCATIONS
2026_MES_781506_1
8211_E8
Open Tender
Civil Works
Item Rate
180 days
Coimbatore
Class-E category-a (i)(see NIT for detail)
7 documents required · 7 mandatory
₹500
AGE I AF Coimbatore
₹15,760
Yes
9 Sept 2026
29 Jul 2026
26 Aug 2026
29 Jul 2026
20 Aug 2026
12 Aug 2026
29 Jul 2026 - 3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation in soft & disintegrated soil n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out as directed. | 390 | Sqm | - | - |
| - | M&L for 100mm thick PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in floor/hard-standing/path/Plinth protection finished even and smooth without using extra cement complete. | 140 | Sqm | - | - |
| - | M & L for chequered tile / Heavy duty parking tiles size 200x200 to 400x400mm of thickness upto 25mm or as specifed (with grey & cement/ colour pigment as specified) in floor of rectified edges ( joint free) etc set and jointed in neat cement slury over cement screed 15 mm thick 1:6. directed by Engr-in-charge | 140 | Sqm | - | - |
| - | M &L PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundation filling/ levelling PCC and mass concrete all as specified and as directed | 1.2 | Cum | - | - |
| - | M & L Machine pressed precast concrete rubber moulded interlocking paver block (With Grey cement and colour pigment) any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade all as specified and directed | 250 | Sqm | - | - |
| - | M & L Hardcore of gauge 12.5mm chips, deposited, spread and levelled in layers n exc. 15cm thick, watered, compacted and rammed to a true surface | 25 | Cum | - | - |
| - | M&L Providing and laying at or near ground level factory made kerb stone wall of M-25 grade cement concrete in position (Size as specified) to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. all as specified and directed | 2.5 | Cum | - | - |
| - | Removing excavated material to a distance exc 1.5km but n.exc 5km and depositing where directed at a level n.exc 1.50m from starting point. | 58.5 | Cum | - | - |
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