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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.6 LAccepted-AOC UDUMALPET | UDUMALPET | TAMIL NADU | ₹5.6 L | 1 | Accepted-AOC Accepted |
| 2 | 2₹5.6 LRejected-Finance | ₹5.6 L | 2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Sri dharmasastha Constructions L2 | Lakshana Construction L1 |
|---|---|---|---|---|---|
| 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,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 - For Narrow Foundations - First Depth Upto 2m | 98 | M3 | 230 ₹22,540 | 220 ₹21,560 |
| 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 | 14 | M3 | 5,600 ₹78,400 | 5,503 ₹77,042 |
| 3.00 | 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 - For Drain | 252 | M2 | 500 ₹1.3 L | 489 ₹1.2 L |
| 4.00 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four 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 | 34 | M3 | 6,900 ₹2.3 L | 6,892 ₹2.3 L |
| 5.00 | Conveyance of excess earth 2km away from site including loading and unloading charges and all labour charges as instructed by the Departmental Offices etc,complete as per standard specifications . | 78.8 | M3 | 70 ₹5,516 | 67 ₹5,279.60 |
| 6.00 | Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed 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) | 63 | M3 | 167 ₹10,521 | 167 ₹10,521 |
| 7.00 | GST 18% | 1 | No | 85,963 ₹85,963 | 84,953 ₹84,953 |
Tender Value
₹5.7 L
EMD Value
₹5,700
Closing Date
4 Feb 2026, 3:00 pmClosed
THE COMMISSIONER UDUMALPET MUNIICPALITY
THE COMMISSIONER UDUMALPET MUNIICPALITY
Repair and Maintenance to Storm Water Drain on the Eastern Side of Gomathi Nagar Road (From Mariyappa Layout 3rd Street towards North) in Ward No 28 in Udumalpet Municipality
2026_MAWS_649588_1
1736/2024/E1
Open Tender
Civil Works - Others
90 days
UDUMALPET
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹5,700
13 Apr 2026
31 Jan 2026
5 Feb 2026
31 Jan 2026
4 Feb 2026
31 Jan 2026
31 Jan 2026 - 4 Feb 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,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 - For Narrow Foundations - First Depth Upto 2m
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
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 - For Drain
Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four 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
Conveyance of excess earth 2km away from site including loading and unloading charges and all labour charges as instructed by the Departmental Offices etc,complete as per standard specifications .
Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed 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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