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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.3 LAccepted-AOC | ₹72.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹78.3 LRejected-AOC 5 142 NEHRU STREET AATHIKULAM MADURAI NORTH MADURAI 625 007 | MADURAI | TAMIL NADU | 625007 | ₹78.3 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | K.S Sakthi | PERIYASAMY MURALI |
|---|---|---|---|---|---|
| 1.00Earth Work Excavation for Foundation in all soils and sub soils and to full deth as may be directed except in hard rock requiring blasting inclusive of shoring , shuttering bailing out water wherever neccessary refilling the foundation with excavated earth other than sandy soil in layers of not more than 150mm thick layers well rammed and depositing the surplus earth l within thecompound in place as shown by the departmental officers with initial lead and lift ,clearing and levelling the site etc complete | |||||
| 1.01 | Foundation | 118 | 1m3 (one cubic metre) | 30,326 ₹30,326 | 30,680 ₹30,680 |
| 1.02 | Plinth Beam | 15 | 1m3 (one cubic metre) | 2,703 ₹2,703 | 2,775 ₹2,775 |
| 2.00 | Supplying and filling the basement with well gravel filling in layers of not more than 15cm thick well rammed watered and compacted - etc., complete complying with standard specification. | 56 | 1m3 (one cubic metre) | 15,624 ₹15,624 | 15,680 ₹15,680 |
| 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 | 20.5 | 1m3 (one cubic metre) | 1,48,235.5 ₹1.5 L | 1,48,625 ₹1.5 L |
| 4.00Centering for soffits of RCC slabs of plane surfaces like lintels beams etc including strutting 3.00m high using mild steel sheets of size 90cmx 60cmand BG 10 stiffened with MS angles of size 25mmx25mmx3mm laid over silver oak [cw] joist of size 10cmx6.5cm[spaced at about 90cm c/c]and supported by casurina props of 10cm to13cm dia[spacedof 75cmc/c of all RCC works , excluding cost of materials and all other labour charges etc., complete complying with standard specification | |||||
| 4.01 | Column | 165.5 | 1m2 (one square metre) | 2,47,257 ₹2.5 L | 2,48,250 ₹2.5 L |
| 4.02 | Beam & Slab | 468 | 1m2 (one square metre) | 5,82,660 ₹5.8 L | 6,08,400 ₹6.1 L |
| 4.03 | Plinth Beam | 82 | 1m2 (one square metre) | 49,610 ₹49,610 | 49,610 ₹49,610 |
| 5.00Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - | |||||
Updated dates
Tender Value
₹74.5 L
EMD Value
₹74,500
Closing Date
12 Nov 2025, 3:00 pmClosed
The Commissioner
23(1), Varthagan Street, Municipal Office, Rameswaram
Construction of 4 Class room 2 2 at Govt Primary School Karaiyur in Ward No 21
2025_MAWS_553912_3
690_2025_E1
Open Tender
Civil Works - Buildings
365 days
Rameswaram Municipality
Please see tender documents
2 documents required · 2 mandatory
₹0
₹74,500
23 Feb 2026
3 Oct 2025
12 Nov 2025
3 Oct 2025
12 Nov 2025
3 Oct 2025
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