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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-AOC | ₹8.9 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹8.9 LRejected-AOC | ₹8.9 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | LCR AND SONS | l.sathishkumar |
|---|---|---|---|---|---|
| 1.00 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. | 127.58 | M3 | 21,688.6 ₹25,592.55 | 21,561.02 ₹25,442 |
| 2.00 | Supplying and filling the foundation and basement with stone dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 24.76 | M3 | 7,675.6 ₹9,057.21 | 7,626.08 ₹8,998.77 |
| 3.00 | Plain Cement Concrete 1:4:8 (One Cement, Four sand and Eight 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 curing etc. complete complying with standard specification | 24.76 | M3 | 1,33,332.6 ₹1.6 L | 1,33,258.32 ₹1.6 L |
| 4.00Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) | |||||
| 4.01 | Drain Wall | 347.9 | M2 | 1,87,866 ₹2.2 L | 1,87,170.2 ₹2.2 L |
| 5.00 | Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 53.42 | M3 | 3,61,119.2 ₹4.3 L | 3,60,852.1 ₹4.3 L |
| 6.00 | Plastering with cement mortar 1:5 (One Cement, Five Sand) 12mm thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications. | 116 | M2 | 33,640 ₹39,695.20 | 33,582 ₹39,626.76 |
| 7.00 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 85.07 | M3 | 8,932.35 ₹10,540.17 | 8,804.75 ₹10,389.60 |
Tender Value
₹9 L
EMD Value
₹9,000
Closing Date
11 Apr 2025, 3:00 pmClosed
The Commissioner ,Tambaram Corporation
No.01,Kalaivani Street , Rajakilpakkam , chennai-73
Construction of Storm Water drain at Bhavanandhiyar 1st Street and Bhavanandhiyar 9th Street and Vasantham Avenue in Ward no.39
2025_DMA_542319_1
003/2024/E1
Open Tender
Civil Works
90 days
Tambaram CIty Municipal Corporation, Zone -3
Construction of Storm Water drain at Bhavanandhiyar 1st Street and Bhavanandhiyar 9th Street and Vasantham Avenue in Ward no.39
2 documents required · 2 mandatory
₹0
₹9,000
24 Feb 2026
9 Apr 2025
11 Apr 2025
9 Apr 2025
11 Apr 2025
9 Apr 2025
Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification.
Supplying and filling the foundation and basement with stone dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
Plain Cement Concrete 1:4:8 (One Cement, Four sand and Eight 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 curing etc. complete complying with standard specification
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)
Drain Wall
Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.
Plastering with cement mortar 1:5 (One Cement, Five Sand) 12mm thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications.
Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3
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