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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-AOC H G 2253 THNB AVADI CHENNAI 54 | CHENNAI | THIRUVALLUR | TAMIL NADU | 600054 | ₹13.5 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹15.0 L+₹1.5 L (11.5%)Rejected-AOC | ₹15.0 L+₹1.5 L (11.5%) | L2 | Rejected-AOC L2 BIDDER |
| Sl No | Description | Qty | Unit | Mars Construction L1 | jayashree construction L2 |
|---|---|---|---|---|---|
| 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 | 106.59 | M3 | 205 ₹21,850.95 Lowest | 225 ₹23,982.75 |
| 2.00 | Supplying and filling in foundation and basement with filling stone dust in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification. | 6.27 | m3 | 294 ₹1,843.38 Lowest | 315 ₹1,975.05 |
| 3.00 | Plain Cement Concrete 1:4:8 (one cement four sand 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 | 6.27 | M3 | 5,132 ₹32,177.64 Lowest | 5,555 ₹34,829.85 |
| 4.00 | Supplying & Erection of the precast concrete drain shall have an internal clear opening (vent size) of 1.20 meters × 1.20 meters, with a raft (bottom slab) thickness of 250 mm, wall thickness of 250 mm, and top slab thickness of 250 mm. The concrete used shall be of grade M40 (or higher as per design), with reinforcement of Fe500 TMT bars. The drain shall be designed for live loads as per IRC:6 (Class AA or Class A loading) along with earth pressure, surcharge loads, and impact factors considered as per IS:456 and IS:1893. A minimum clear cover of 40 mm shall be provided, considering severe or very severe exposure conditions. Joints shall be tongue and groove type or sealed using rubber gaskets, non-shrink grout, or flexible sealants as per site requirements. The manufacturing shall comply with IS 15916:2010 and IS 456:2000 standards. Lifting and handling shall be facilitated by suitable hooks or embedded loops, ensuring no damage during transport or installation. Curing shall be carried out either by steam curing or water curing for at least 7 days to achieve the required strength. Quality control shall include dimensional tolerance checks within ±5 mm, concrete cube compressive strength testing as per IS:516, and load testing if required as per the diection of Engineer in charge | 33 | M | 38,999 ₹12,86,967 Lowest | 43,500 ₹14,35,500 |
| 5.00 | Removal of excess earth 2km away from site using tipper lorries including loading and inloading charges and all labour charges as instructed by the Departmental Offices etc,complete as per standard specifications . | 63.95 | M3 | 67 ₹4,284.92 Lowest | 83 ₹5,308.18 |
Tender Value
₹16 L
EMD Value
₹16,000
Closing Date
21 Apr 2025, 3:00 pmClosed
THE COMMISSIONER
AVADI CITY MUNICIPAL CORPORATION AVADI
Construction of Precast drain at Abrathi eri to Ambattur Eri in ward no 28
2025_MAWS_544358_1
Roc No 1989/2025/E1-Z2-16
Open Tender
Civil Works
Fixed-rate
60 days
ward no 28
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹16,000
2 Apr 2026
11 Apr 2025
21 Apr 2025
11 Apr 2025
21 Apr 2025
11 Apr 2025
Amount
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
Supplying and filling in foundation and basement with filling 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 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
Supplying & Erection of the precast concrete drain shall have an internal clear opening (vent size) of 1.20 meters × 1.20 meters, with a raft (bottom slab) thickness of 250 mm, wall thickness of 250 mm, and top slab thickness of 250 mm. The concrete used shall be of grade M40 (or higher as per design), with reinforcement of Fe500 TMT bars. The drain shall be designed for live loads as per IRC:6 (Class AA or Class A loading) along with earth pressure, surcharge loads, and impact factors considered as per IS:456 and IS:1893. A minimum clear cover of 40 mm shall be provided, considering severe or very severe exposure conditions. Joints shall be tongue and groove type or sealed using rubber gaskets, non-shrink grout, or flexible sealants as per site requirements. The manufacturing shall comply with IS 15916:2010 and IS 456:2000 standards. Lifting and handling shall be facilitated by suitable hooks or embedded loops, ensuring no damage during transport or installation. Curing shall be carried out either by steam curing or water curing for at least 7 days to achieve the required strength. Quality control shall include dimensional tolerance checks within ±5 mm, concrete cube compressive strength testing as per IS:516, and load testing if required as per the diection of Engineer in charge
Removal of excess earth 2km away from site using tipper lorries including loading and inloading charges and all labour charges as instructed by the Departmental Offices etc,complete as per standard specifications .
jayashree construction (BID ID -1306500)
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