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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | ₹2.9 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹3.0 LRejected-Finance | ₹3.0 L | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | N GUNASEKARAN ENGINEERING L2 | N. Gopalakrishnan L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling the existing Reinforced Cement Concrete including cost and conveyance of all materials and labour charges etc complete | 8 | M3 | 4,350 ₹34,800 | 4,300 ₹34,400 |
| 2.00 | Dismantling the existing Plain Cement Concrete including cost and conveyance of all materials and labour charges etc complete | 7.48 | M3 | 490 ₹3,665.20 | 480 ₹3,590.40 |
| 3.00 | Desilting of Sand and Silt Under Water (SS20B) Earth workexcavating and depositing on bank with initial lead of 10m & initial lift of 2m in Slush and silt under water upto0.75m depth requiring the aid of basket and vessels
(SS20B) etc complete | 24 | M3 | 150 ₹3,600 | 100 ₹2,400 |
| 4.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 5.4 | M3 | 5,700 ₹30,780 | 5,670 ₹30,618 |
| 5.00 | Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 | 72 | M2 | 350 ₹25,200 | 332 ₹23,904 |
| 6.00 | Plastering with cement mortar (1:5) 12mm thick in all floor including cost and conveyance of all materials to site and labour etc complete. | 40 | M2 | 280 ₹11,200 | 265 ₹10,600 |
| 7.00 | Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four 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 | 11.62 | M3 | 6,500 ₹75,530 | 6,435 ₹74,774.70 |
| 8.00 | Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of 150mm thickness in RCC M20 concrete using following HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. | 60.25 | M2 | 1,800 ₹1.1 L | 1,800 ₹1.1 L |
| 9.00 | Removal of excavated excess earth including conveyance charges and all labour charges for filling etc complete | 17 | M3 | 120 ₹2,040 | 100 ₹1,700 |
Tender Value
₹3.5 L
EMD Value
₹3,500
Closing Date
30 Dec 2025, 3:00 pmClosed
The Commissioner Tambaram City Municipal Corporati
Zone -4 Perungalathur
Repair and Reconstruction of strom water drain at VOC Street in ward No 61 in Zone IV in Tambaram City Municipal Corporation.
2025_DMA_636503_32
340/2025/E1/Z4(30.12.2025)
Open Tender
Civil Works
60 days
Tambaram
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹3,500
18 May 2026
27 Dec 2025
30 Dec 2025
27 Dec 2025
30 Dec 2025
27 Dec 2025
Dismantling the existing Reinforced Cement Concrete including cost and conveyance of all materials and labour charges etc complete
Dismantling the existing Plain Cement Concrete including cost and conveyance of all materials and labour charges etc complete
Desilting of Sand and Silt Under Water (SS20B) Earth workexcavating and depositing on bank with initial lead of 10m & initial lift of 2m in Slush and silt under water upto0.75m depth requiring the aid of basket and vessels (SS20B) etc complete
Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means
Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30
Plastering with cement mortar (1:5) 12mm thick in all floor including cost and conveyance of all materials to site and labour etc complete.
Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four 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
Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of 150mm thickness in RCC M20 concrete using following HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed.
Removal of excavated excess earth including conveyance charges and all labour charges for filling etc complete
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