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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.2 LAccepted-AOC NOT AVAILABLE | ₹50.2 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹50.3 LRejected-AOC | ₹50.3 L | L2 | Rejected-AOC 2nd Lowest Bidder |
| Sl No | Description | Qty | Unit | M/s. Sundaramandco L2 | JEEVAENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling RCC by manual / by using deploying machineries all labour charges etc | 98 | cum | 4,610 ₹4,51,780 Lowest | 4,610 ₹4,51,780 Lowest |
| 2.00 | Sand and Silt Under Water (SS20B) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Slush and silt under water upto 0.75m depth equiring the aid of basket and vessels (SS20B) | 270 | cum | 110 ₹29,700 Lowest | 110 ₹29,700 Lowest |
| 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 | 1,250 | sqm | 572 ₹7,15,000 | 571 ₹7,13,750 Lowest |
| 4.00 | Providing 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 - | 190 | cum | 8,400 ₹15,96,000 | 8,399 ₹15,95,810 Lowest |
| 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. | 15,200 | kg | 96 ₹14,59,200 | 95.5 ₹14,51,600 Lowest |
| 6.00 | Supplying and fixing in position C.I.Manhole covers (light or heavy duty) of 60 X 60cm in size in Cement Mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), of best approved quality and as per standard specifications etc.,complete. | 50 | No | 2,593 ₹1,29,650 | 2,590 ₹1,29,500 Lowest |
| 7.00 | Construction of cast in situ Silt Catch pit of inner size 450 x 450 x 450 mm including necessary earth work excavation including providing foundation in PCC 1:4:8 under wall 100mm thick and cutting the existing storm water drain size of 350 x 200mm for fixing 2 nos of 160mm dia PVC pipe on the storm water drain mouth wih RCC Cast in situ wall size of 150 mm in RCC 1:1.5:3 with steel 9.25 Kg including fixing of Cast Iron grating cover with frame size of 550 x 550mm ( Clear Cover 450 x 450mm ) - 10 MT completing the finising the work | 48 | No | 13,500 ₹6,48,000 Lowest | 13,500 ₹6,48,000 Lowest |
Tender Value
₹62 L
EMD Value
₹62,000
Closing Date
15 Dec 2025, 3:00 pmClosed
The Commissioner, Thiruverkadu Municipality
Municipal office, Thiruverkadu, Chennai
Dismantling of Existing drain Cover slab and Removal of silt , providing New cover slab in Noombal Main Road In ward no.18
2025_MAWS_628952_1
1245/2025/E1
Open Tender
Civil Works
Works
Municipal office, Thiruverkadu, Chennai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹62,000
8 Jun 2026
5 Dec 2025
15 Dec 2025
5 Dec 2025
15 Dec 2025
5 Dec 2025
Dismantling RCC by manual / by using deploying machineries all labour charges etc
Sand and Silt Under Water (SS20B) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Slush and silt under water upto 0.75m depth equiring the aid of basket and vessels (SS20B)
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
Providing 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 -
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.
Supplying and fixing in position C.I.Manhole covers (light or heavy duty) of 60 X 60cm in size in Cement Mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), of best approved quality and as per standard specifications etc.,complete.
Construction of cast in situ Silt Catch pit of inner size 450 x 450 x 450 mm including necessary earth work excavation including providing foundation in PCC 1:4:8 under wall 100mm thick and cutting the existing storm water drain size of 350 x 200mm for fixing 2 nos of 160mm dia PVC pipe on the storm water drain mouth wih RCC Cast in situ wall size of 150 mm in RCC 1:1.5:3 with steel 9.25 Kg including fixing of Cast Iron grating cover with frame size of 550 x 550mm ( Clear Cover 450 x 450mm ) - 10 MT completing the finising the work
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