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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 LAccepted-AOC | ₹13.8 L | L1 | Accepted-AOC APPROVED |
| 2 | L2₹14.2 LRejected-Finance 638 111 | TIRUPPUR | TAMIL NADU | 638111 | ₹14.2 L | L2 | Rejected-Finance ABOVE THE ESTIMATE RATE |
| Sl No | Description | Qty | Unit | RAMASAMY S H2 | SUBBIAH NAICKER SUBBIAH H1 |
|---|---|---|---|---|---|
| 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 | 31 | 1 M3 (One Cubic meter) | 205.55 ₹6,372.05 Lowest | 210 ₹6,510 |
| 2.00 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight 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 | 10 | 1 M3 (One Cubic meter) | 5,120.85 ₹51,208.5 Lowest | 5,200 ₹52,000 |
| 3.00Centering 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 | |||||
| 3.01 | Footing & Plinth Beam | 51 | 1 M2 | 459.9 ₹23,454.9 Lowest | 470 ₹23,970 |
| 3.02 | Slab & Beam | 109 | 1 M2 | 1,023.15 ₹1,11,523.35 Lowest | 1,100 ₹1,19,900 |
| 3.03 | Column | 40 | 1 M2 | 1,227.8 ₹49,112 Lowest | 1,300 ₹52,000 |
| 4.00 | 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. | 1,680 | 1 Kg (One Kilo Gram) | 89.8 ₹1,50,864 Lowest | 95 ₹1,59,600 |
| 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 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 - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) | |||||
| 5.01 | For foundation & basement | 10.2 | 1 M3 | 8,266.45 ₹84,317.79 Lowest | 8,300 ₹84,660 |
| 5.02 | Ground floor | 12.2 | 1 M3 | 8,398.3 ₹1,02,459.26 Lowest | 8,400 ₹1,02,480 |
Tender Value
₹14 L
EMD Value
₹14,000
Closing Date
20 Feb 2026, 3:00 pmClosed
THE MUNICIPAL COMMISSIONER
THE MUNICIPAL COMMISSIONER, VELLAKOVIL MUNICIPALITY, 210, TC MAIN ROAD, VELLAKOVIL
Construction of New Public development Shop at Semmandampalayam in Vellakovil Municipality
2026_MAWS_655662_1
2813/2025/E1
Open Tender
Civil Works - Buildings
Works
60 days
VELLAKOVIL
Construction of New Public development Shop at Semmandampalayam in Vellakovil Municipality
2 documents required · 2 mandatory
₹0
₹14,000
13 Aug 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
13 Feb 2026 - 20 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 31 | 1 M3 (One Cubic meter) | - | - |
| 2 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight 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 | 10 | 1 M3 (One Cubic meter) | - | - |
| 3Centering 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 | |||||
| 3.01 | Footing & Plinth Beam | 51 | 1 M2 | - | - |
| 3.02 | Slab & Beam | 109 | 1 M2 | - | - |
| 3.03 | Column | 40 | 1 M2 | - | - |
| 4 | 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. | 1,680 | 1 Kg (One Kilo Gram) | - | - |
| 5Providing 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 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 - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) | |||||
| 5.01 | For foundation & basement | 10.2 | 1 M3 | - | - |
| 5.02 | Ground floor | 12.2 | 1 M3 | - | - |
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