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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.2 LAccepted-AOC | ₹24.2 L | L1 | Accepted-AOC Accept |
| 2 | L2₹24.5 LRejected-Finance | ₹24.5 L | L2 | Rejected-Finance L2. Reject |
| Sl No | Description | Qty | Unit | RAJESH CONTRACTOR L1 | K SURESH L2 |
|---|---|---|---|---|---|
| 1.00Earth work excavation for foundation in ordinary soil light black cotton sandy loam and dry silt including shoring, strutting, baling (or) pumping out wter wherever necessary and refilling the sides of foundation with excavated in layers of 15cm thick and depositing the surplus at places as directed by the dept. officers with initial lead and lift etc., complete as per standard specifications. | |||||
| 1.01 | Septic tank | 29.5 | M3 | 215 ₹6,342.5 Lowest | 230 ₹6,785 |
| 1.02 | IInd depth | 1 | M3 | 232.46 ₹232.46 Lowest | 240 ₹240 |
| 2.00 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 2.5 | M3 | 1,924 ₹4,810 Lowest | 1,924 ₹4,810 Lowest |
| 3.00 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 5.7 | M3 | 5,524 ₹31,486.8 Lowest | 5,600 ₹31,920 |
| 4.00 | Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT | 14.6 | M3 | 7,477 ₹1,09,164.2 Lowest | 7,500 ₹1,09,500 |
| 5.00 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | 10.5 | M2 | 977 ₹10,258.5 Lowest | 987 ₹10,363.5 |
| 6.00Supplying and erecting, centering for sides and soffits including supports and strutting upto 3.29m height for plane surfaces as detailed below in all floors with all cross bracings using mild steel sheet of 90cm x60cm BG 10 gauge stiffened with welded M.S. angle of 25 x 25 x 3mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10 cm to 13 cm dia spaced at not less than 75 cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specification. (The payment for centering shall be made only after the concrete is laid. The retrieved materials should be taken back by the contractor) | |||||
| 6.01 | Column | 40 | M2 | 451 ₹18,040 Lowest | 460 ₹18,400 |
| 7.00 | 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. | 88 | kg/cum | 91.5 ₹8,052 Lowest | 95 ₹8,360 |
Tender Value
₹25 L
EMD Value
₹25,000
Closing Date
16 Feb 2026, 3:00 pmClosed
The Commissioner, Municipal Office, Thuraiyur
The Commissioner, Municipal Office, Thuraiyur
Providing Temporary Bus Stand in Thuraiyur Municipality
2026_MAWS_650740_1
4554/2024/E1
Open Tender
Civil Works
Works
90 days
Thuraiyur Municipality
.
3 documents required · 3 mandatory
₹0
₹25,000
Municipal Office, Thuraiyur
15 Jul 2026
3 Feb 2026
16 Feb 2026
3 Feb 2026
16 Feb 2026
3 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work excavation for foundation in ordinary soil light black cotton sandy loam and dry silt including shoring, strutting, baling (or) pumping out wter wherever necessary and refilling the sides of foundation with excavated in layers of 15cm thick and depositing the surplus at places as directed by the dept. officers with initial lead and lift etc., complete as per standard specifications. | |||||
| 1.01 | Septic tank | 29.5 | M3 | - | - |
| 1.02 | IInd depth | 1 | M3 | - | - |
| 2 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 2.5 | M3 | - | - |
| 3 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 5.7 | M3 | - | - |
| 4 | Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT | 14.6 | M3 | - | - |
| 5 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | 10.5 | M2 | - | - |
| 6Supplying and erecting, centering for sides and soffits including supports and strutting upto 3.29m height for plane surfaces as detailed below in all floors with all cross bracings using mild steel sheet of 90cm x60cm BG 10 gauge stiffened with welded M.S. angle of 25 x 25 x 3mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10 cm to 13 cm dia spaced at not less than 75 cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specification. (The payment for centering shall be made only after the concrete is laid. The retrieved materials should be taken back by the contractor) | |||||
| 6.01 | Column | 40 | M2 | - | - |
| 7 | 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. | 88 | kg/cum | - | - |
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