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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-Finance | ₹7.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹8.1 L+₹30,743.12 (3.96%)Rejected-Finance | ₹8.1 L+₹30,743.12 (3.96%) | L2 | Rejected-Finance L2 |
| 3 | L3₹8.4 L+₹61,733.76 (7.96%)Rejected-Finance | ₹8.4 L+₹61,733.76 (7.96%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | P P YACOB L1 | marimuth L2 | A M Skaria L3 |
|---|---|---|---|---|---|---|
| 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 | 67 | m3 | 294 ₹19,698 Lowest | 306 ₹20,502 | 350 ₹23,450 |
| 2.00 | 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 | 90 | m2 | 833 ₹74,970 Lowest | 865 ₹77,850 | 950 ₹85,500 |
| 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 | 4.5 | m3 | 8,707 ₹39,181.5 Lowest | 9,170 ₹41,265 | 9,210 ₹41,445 |
| 4.00 | Reinforced Cement concrete 1:1.5 :3 (one cement, one and half M.sand & three course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete. | 30 | m3 | 13,124 ₹3,93,720 Lowest | 13,669 ₹4,10,070 | 13,900 ₹4,17,000 |
| 5.00 | 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. | 2,275 | Kgs | 101.5 ₹2,30,912.5 Lowest | 105 ₹2,38,875 | 110 ₹2,50,250 |
| 6.00 | Goods & Services Tax (GST) 18% | 0.01 | Tax | 0.18 - Lowest | 0.18 - Lowest | 0.18 - Lowest |
Tender Value
₹9.5 L
EMD Value
₹9,500
Closing Date
26 Feb 2026, 3:00 pmClosed
Commissioner,Nelliyalam municipality
Nelliyalam Municipality,Pandalur
Construction of Strom water Drain near Bhagavathi Amman Kovil at ward No.2 in Nelliyalam Municipality (067002L029) (Un-Tied Grant )
2026_MAWS_661514_1
2420/2025/E1
Open Tender
Civil Works
Works
Nelliyalam Municipality
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹9,500
Yes
1 Apr 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 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
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 1:4:8 (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
Reinforced Cement concrete 1:1.5 :3 (one cement, one and half M.sand & three course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete.
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.
Goods & Services Tax (GST) 18%
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