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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹19.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹19.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹19.6 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹19.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹19.9 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹20.9 LAdmitted-Fee/PreQual/Technical/Finance C BLOCK 4G YUGA KALPATARU NO 18 PILLAYAR KOIL STREET PADIKUPPAM ROAD KOYAMBEDU CHENNAI 600 107 | CHENNAI | TAMIL NADU | 600107 | ₹20.9 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹21.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹21.6 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAGA & CO L5 | SRI SELLIAMMAN AND CO L4 | M/s. Sundaramandco L3 | J.MANIKANDAN L1 | KLK Construction L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling the Existing Plain cement Concrete including cost and conveyance of all materials and labour charges etc complete. | 40 | M3 | 21,000 ₹24,780 | 19,800 ₹23,364 | 20,960 ₹24,732.8 | 19,200 ₹22,656 Lowest | 30,200 ₹35,636 |
| 2.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 252.5 | M3 | 30,300 ₹35,754 | 29,037.5 ₹34,264.25 | 46,712.5 ₹55,120.75 | 25,250 ₹29,795 Lowest | 39,137.5 ₹46,182.25 |
| 3.00 | Desilting of sand and silt under water (SS20 B ) Earth work excavation and depositing on bank with initial lead and lift etc complete PWD SOR 2025-26 . | 60 | M3 | 6,600 ₹7,788 | 6,300 ₹7,434 | 6,060 ₹7,150.8 Lowest | 6,900 ₹8,142 | 16,500 ₹19,470 |
| 4.00 | Supplying and filling in foundation and basement with filling crusher stone dust in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification. | 32.5 | M3 | 53,625 ₹63,277.5 | 53,755 ₹63,430.9 | 47,060 ₹55,530.8 | 35,750 ₹42,185 | 20,637.5 ₹24,352.25 Lowest |
| 5.00 | Plain cement concrete 1:4:8 mix using 40 mm HBG ISS metal including cost and conveyance of all materials and including all labour cahrges etc comlete | 32.5 | M3 | 1,72,250 ₹2,03,255 | 1,74,265 ₹2,05,632.7 | 1,74,265 ₹2,05,632.7 | 1,72,250 ₹2,03,255 | 1,70,137.5 ₹2,00,762.25 Lowest |
| 6.00 | Plain cement concrete 1:2:4mix using 20 mm HBG ISS metal including cost and conveyance of all materials and including all labour cahrges etc comlete | 75 | M3 | 4,87,500 ₹5,75,250 | 4,85,400 ₹5,72,772 | 4,98,750 ₹5,88,525 | 4,80,000 ₹5,66,400 | 4,67,625 ₹5,51,797.5 Lowest |
| 7.00 | Centering for soffits of CC slabs of plane surface like lintels, beams, etc., including strutting 3m high using mild steel sheets of size 90cm x 60cm x and BG 10 stiffened with MS angles of size 25mm x 25mm x 3mm laid over silver oak joists of size 10cm x 6.5 cm spaced at about 90 cm c/c and supported by consurina props of 10 cm to 13cm dia spaced of 75cm c/c complying with standard specifications and as directed by the departmentsl officers etc., complete | 475 | M2 | 3,80,000 ₹4,48,400 | 3,32,500 ₹3,92,350 | 2,60,300 ₹3,07,154 | 2,47,000 ₹2,91,460 Lowest | 3,11,125 ₹3,67,127.5 |
| 8.00 | Plastering in CM 1;5-12mm thick including cost and conveyance of all materials and including all labour charges etc complete | 175 | M2 | 49,000 ₹57,820 | 51,625 ₹60,917.5 | 49,875 ₹58,852.5 | 52,500 ₹61,950 | 44,625 ₹52,657.5 Lowest |
| 9.00 | Supply and Fixing of Kadapha Slab including cost and conveyance of all materials and including all labour charges etc complete | 182 | M2 | 81,900 ₹96,642 | 77,350 ₹91,273 | 64,792 ₹76,454.56 Lowest | 72,800 ₹85,904 | 75,530 ₹89,125.4 |
| 10.00 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors, 12mm dia for main reinforcement and 10mm dia for distribution reinforcement. | 1,591.06 | Kg | 1,54,332.82 ₹1,82,112.73 | 1,51,150.7 ₹1,78,357.83 | 1,36,831.16 ₹1,61,460.77 | 1,49,559.64 ₹1,76,480.38 | 1,35,240.1 ₹1,59,583.32 Lowest |
Tender Value
₹22 L
EMD Value
₹22,000
Closing Date
28 Jul 2026, 3:00 pmClosed
THE COMMISSIONER TAMBARAM CORPORATION
Muthurangan Street,West Tambaram
Construction of Storm water drain at Padmavathy nagar 8th street, at ward no 67, Zone 5 in Tambaram City Municipal Corporation.
2026_DMA_684799_5
006/2026/E2/Z5
Open Tender
Civil Works
Works
Zone V
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹22,000
28 Jul 2026
9 Jul 2026
28 Jul 2026
9 Jul 2026
28 Jul 2026
9 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1 | Dismantling the Existing Plain cement Concrete including cost and conveyance of all materials and labour charges etc complete. | 40 | M3 | - | - | 18% |
| 2 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 252.5 | M3 | - | - | 18% |
| 3 | Desilting of sand and silt under water (SS20 B ) Earth work excavation and depositing on bank with initial lead and lift etc complete PWD SOR 2025-26 . | 60 | M3 | - | - | 18% |
| 4 | Supplying and filling in foundation and basement with filling crusher stone dust in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification. | 32.5 | M3 | - | - | 18% |
| 5 | Plain cement concrete 1:4:8 mix using 40 mm HBG ISS metal including cost and conveyance of all materials and including all labour cahrges etc comlete | 32.5 | M3 | - | - | 18% |
| 6 | Plain cement concrete 1:2:4mix using 20 mm HBG ISS metal including cost and conveyance of all materials and including all labour cahrges etc comlete | 75 | M3 | - | - | 18% |
| 7 | Centering for soffits of CC slabs of plane surface like lintels, beams, etc., including strutting 3m high using mild steel sheets of size 90cm x 60cm x and BG 10 stiffened with MS angles of size 25mm x 25mm x 3mm laid over silver oak joists of size 10cm x 6.5 cm spaced at about 90 cm c/c and supported by consurina props of 10 cm to 13cm dia spaced of 75cm c/c complying with standard specifications and as directed by the departmentsl officers etc., complete | 475 | M2 | - | - | 18% |
| 8 | Plastering in CM 1;5-12mm thick including cost and conveyance of all materials and including all labour charges etc complete | 175 | M2 | - | - | 18% |
| 9 | Supply and Fixing of Kadapha Slab including cost and conveyance of all materials and including all labour charges etc complete | 182 | M2 | - | - | 18% |
| 10 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors, 12mm dia for main reinforcement and 10mm dia for distribution reinforcement. | 1,591.06 | Kg | - | - | 18% |
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