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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.2 LAccepted-AOC | ₹3.2 L | 1 | Accepted-AOC Accepted |
| 2 | 2₹3.3 LRejected-Finance SFNO 73 UTHUKULI ROAD MANNARAI TIRUPUR | TIRUPPUR | TAMIL NADU | 638051 | ₹3.3 L | 2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | gurunathan subramanian L1 | saravanan L2 |
|---|---|---|---|---|---|
| 1.00 | 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, 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 wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed, cleaning and levelling the site etc., complete - For Above 1.25m width and upto 2.00m Depth | 61 | M3 | 165 ₹10,065 | 180 ₹10,980 |
| 2.00 | 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 | 6.1 | M3 | 5,500 ₹33,550 | 5,550 ₹33,855 |
| 3.00 | Supplying and erecting centering for vertical plain/ RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers. - Upto 900mm | 150 | M2 | 489 ₹73,350 | 500 ₹75,000 |
| 4.00 | Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 20 | M3 | 7,495 ₹1.5 L | 7,500 ₹1.5 L |
| 5.00 | Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two Crushed stone sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) | 33 | M2 | 165 ₹5,445 | 175 ₹5,775 |
| 6.00 | GST 18% | 1 | No | 49,000 ₹49,000 | 55,000 ₹55,000 |
Tender Value
₹3.3 L
EMD Value
₹3,300
Closing Date
28 Jan 2026, 3:00 pmClosed
THE COMMISSIONER UDUMALPET MUNIICPALITY
THE COMMISSIONER UDUMALPET MUNIICPALITY
Construction of Storm Water Drainage at DV patinam Ward no 26 in Udumalpet Municipality
2026_MAWS_646072_1
1736/2024/E1
Open Tender
Civil Works - Others
30 days
UDUMALPET
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹3,300
16 Apr 2026
22 Jan 2026
29 Jan 2026
22 Jan 2026
28 Jan 2026
22 Jan 2026
22 Jan 2026 - 28 Jan 2026
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, 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 wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed, cleaning and levelling the site etc., complete - For Above 1.25m width and upto 2.00m Depth
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
Supplying and erecting centering for vertical plain/ RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers. - Upto 900mm
Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two Crushed stone sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)
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