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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-Finance | ₹6.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹6.6 L+₹6,460.66 (0.99%)Rejected-Finance | ₹6.6 L+₹6,460.66 (0.99%) | L2 | Rejected-Finance L2 |
| 3 | L3₹7.8 L+₹1.2 L (18.8%)Rejected-Finance | ₹7.8 L+₹1.2 L (18.8%) | L3 | Rejected-Finance L3 |
| 4 | L4₹7.8 L+₹1.3 L (19.6%)Rejected-Finance | ₹7.8 L+₹1.3 L (19.6%) | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | K K HARIHARAN L4 | SAIDALAVI L3 | MAHENDRAN K L1 | Abuthahir L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including cost of all labour charges etc., complete as per standard specification 23 & 24 VI (S2) VII.9,10 | 80 | m3 | 325 ₹26,000 | 307 ₹24,560 | 257 ₹20,560 Lowest | 262 ₹20,960 |
| 2.00 | Plain Cement concrete 1:4:8 (one cement four M-sand and eight aggregate) mix using 40mm ISS gauge HBG metal including cost and conveyance of all materials to site and all other initial charges etc., complete as per std.specification. | 12 | m3 | 9,198 ₹1,10,376 | 9,174 ₹1,10,088 | 7,706 ₹92,472 Lowest | 7,807 ₹93,684 |
| 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. | 228 | m2 | 875 ₹1,99,500 | 868 ₹1,97,904 | 403 ₹91,884 Lowest | 735 ₹1,67,580 |
| 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 | 37.5 | m3 | 11,299 ₹4,23,712.5 | 11,264 ₹4,22,400 | 11,483 ₹4,30,612.5 | 9,586 ₹3,59,475 Lowest |
| 5.00 | Goods & Services Tax (GST) 18% | 0.01 | Tax | 1,36,725.93 ₹1,367.26 | 1 ₹0.01 Lowest | - | 1 ₹0.01 Lowest |
Tender Value
₹9.1 L
EMD Value
₹9,100
Closing Date
26 Feb 2026, 3:00 pmClosed
Commissioner,Nelliyalam municipality
Nelliyalam Municipality,Pandalur
Improvements to the Strom Water Drain at Taluk office road at ward No.09 in Nelliyalam Municipality (067008L100) (Un -Tied Grant )
2026_MAWS_661656_1
2420/2025/E1
Open Tender
Civil Works
Works
Nelliyalam Municipality
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹9,100
Yes
8 Jun 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
19 Feb 2026 - 26 Feb 2026
Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including cost of all labour charges etc., complete as per standard specification 23 & 24 VI (S2) VII.9,10
Plain Cement concrete 1:4:8 (one cement four M-sand and eight aggregate) mix using 40mm ISS gauge HBG metal including cost and conveyance of all materials to site and all other initial charges etc., complete as per std.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.
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
Goods & Services Tax (GST) 18%
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