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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC TIRUCHIRAPPALLI | TAMIL NADU | 620001 | ₹1.6 Cr | L1 | Accepted-AOC LESS RATE |
| 2 | L2₹1.6 CrRejected-Finance | ₹1.6 Cr | L2 | Rejected-Finance MORE RATE |
| Sl No | Description | Qty | Unit | K VEERAKUMAR L1 | M SARAVANAKUMAR L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc inall soil sand sub-soil sand to full depth as may be directed except inrock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth with in the compound in places shown by the departmental officers with an initial lead of 100 mt sand clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.-Upto 2.40m Footing Depth. S. No 121 | 413 | M³ | 369 ₹1,52,397 Lowest | 400 ₹1,65,200 |
| 2.00 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations inall soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mt sand initial lift of 2.00mts and clearing and levelling the site,etc., complete complying with standard specification and as directed by the departmental officers.S. No 120 | 319 | M³ | 269 ₹85,811 Lowest | 300 ₹95,700 |
| 3.00 | SDR - (Not Requiring Blasting) Earth work excavatingand depositing on bank with initial lead of 10 m & initiallift of 2m in Soft disintegrated rock, laterite, soft rock orkankar, not requiring blasting etc., Completed as per direceted by the departmental officers. | 207 | M³ | 196 ₹40,572 Lowest | 200 ₹41,400 |
| 4.00 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 141 | M³ | 48 ₹6,768 Lowest | 100 ₹14,100 |
| 5.00 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15cm thick well watered, rammed and consolidated etc.complete complying with standard specification and as directed by the departmental officers. S. No 126 | 51 | M³ | 1,857 ₹94,707 Lowest | 1,857 ₹94,707 Lowest |
| 6.00 | Cement Concrete1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thickwell rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers Mixing by mechanical means S. No 141 | 34 | M³ | 5,645.5 ₹1,91,947 Lowest | 5,645.5 ₹1,91,947 Lowest |
| 7.00 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). Sl No 147 | 314 | M² | 709.4 ₹2,22,751.6 Lowest | 710 ₹2,22,940 |
| 7.01 | For Brace Beam
From 3.30m to 4.30m height | 101 | M² | 783.4 ₹79,123.4 Lowest | 783.4 ₹79,123.4 Lowest |
| 7.02 | From 7.30m to 8.30m height | 101 | M² | 931.2 ₹94,051.2 Lowest | 931.2 ₹94,051.2 Lowest |
| 7.03 | From 11.30m to 12.30m height | 101 | M² | 1,079 ₹1,08,979 Lowest | 1,079 ₹1,08,979 Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
20 Feb 2026, 3:00 pmClosed
The Commissioner, Tiruchirappalli City Corporation
Bharathidasan Road, Cantonment, Trichy - 620 001
Construction of 5 LL Capacity 16m Height Over Head Tank at Senthaneerpuram in Ward No35.
2026_MAWS_656289_1
TN400/2025-26 SR NO.01
Open Tender
Civil Works
Supply
545 days
zone 3
CONDITION
3 documents required · 3 mandatory
₹0
₹1.9 L
10 Aug 2026
12 Feb 2026
20 Feb 2026
12 Feb 2026
20 Feb 2026
12 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc inall soil sand sub-soil sand to full depth as may be directed except inrock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth with in the compound in places shown by the departmental officers with an initial lead of 100 mt sand clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.-Upto 2.40m Footing Depth. S. No 121 | 413 | M³ | 1.25 | ₹516.25 |
| 2 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations inall soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mt sand initial lift of 2.00mts and clearing and levelling the site,etc., complete complying with standard specification and as directed by the departmental officers.S. No 120 | 319 | M³ | 2.25 | ₹717.75 |
| 3 | SDR - (Not Requiring Blasting) Earth work excavatingand depositing on bank with initial lead of 10 m & initiallift of 2m in Soft disintegrated rock, laterite, soft rock orkankar, not requiring blasting etc., Completed as per direceted by the departmental officers. | 207 | M³ | 3.25 | ₹672.75 |
| 4 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 141 | M³ | 4.25 | ₹599.25 |
| 5 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15cm thick well watered, rammed and consolidated etc.complete complying with standard specification and as directed by the departmental officers. S. No 126 | 51 | M³ | 5.25 | ₹267.75 |
| 6 | Cement Concrete1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thickwell rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers Mixing by mechanical means S. No 141 | 34 | M³ | 6.25 | ₹212.5 |
| 7 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). Sl No 147 | 314 | M² | 7.25 | ₹2,276.5 |
| 7.01 | For Brace Beam
From 3.30m to 4.30m height | 101 | M² | 8.25 | ₹833.25 |
| 7.02 | From 7.30m to 8.30m height | 101 | M² | 9.25 | ₹934.25 |
| 7.03 | From 11.30m to 12.30m height | 101 | M² | 10.25 | ₹1,035.25 |
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