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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.9 LAccepted-AOC NOT AVAILABLE | ₹45.9 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹46.1 L+₹24,521.55 (0.53%)Rejected-AOC | ₹46.1 L+₹24,521.55 (0.53%) | L2 | Rejected-AOC 2nd Lowest Bidder |
| Sl No | Description | Qty | Unit | JEEVAENTERPRISES L1 | M/s. Sundaramandco L2 |
|---|---|---|---|---|---|
| 1.00Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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 surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth.. | |||||
| 1.10 | i) columns | 129 | Cum | 375 ₹48,375.75 Lowest | 377 ₹48,633.75 |
| 1.20 | ii) Plinth beam | 161 | Cum | 120 ₹19,320.12 Lowest | 125 ₹20,125.12 |
| 2.00 | Cement Concrete 1:4:8 (One Cement, Four crushed stone 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 no.t 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 mechanical means | 43 | Cum | 5,600 ₹2,40,777.6 Lowest | 5,605 ₹2,40,992.58 |
| 3.00Supplying 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 no.t 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) | |||||
| 3.10 | i) plinth beam | 200 | sqm | 357 ₹71,400 Lowest | 358 ₹71,600 |
| 3.20 | ii) Columns | 118 | sqm | 732 ₹86,376 Lowest | 735 ₹86,730 |
| 3.30 | iii) Beam & slab | 18 | sqm | 1,011 ₹18,198 Lowest | 1,012 ₹18,216 |
| 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 cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, 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 requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). | 57 | Cum | 8,420 ₹4,79,945.81 Lowest | 8,422 ₹4,80,059.81 |
| 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. | 4.56 | MT | 98,704 ₹4,50,188.47 Lowest | 98,705 ₹4,50,193.03 |
Tender Value
₹61 L
EMD Value
₹61,000
Closing Date
27 Feb 2026, 3:00 pmClosed
The Commissioner, Thiruverkadu Municipality
Municipal office, Thiruverkadu, Chennai
Improvement of Park and Childrens Play Field, Sitting benches, Lighting Arrangement, Water Supply Arragement, Foot Path Facilites,Toilet Facilites at VGN Mahalakshmi Nagar Nithiyanatham street in ward no.08 Thiruverkadu Municipality
2026_MAWS_666022_4
1245/2025/E1
Open Tender
Civil Works
Works
Municipal office, Thiruverkadu, Chennai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹61,000
28 Aug 2026
25 Feb 2026
27 Feb 2026
25 Feb 2026
27 Feb 2026
25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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 surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth.. | |||||
| 1.1 | i) columns | 129 | Cum | - | - |
| 1.2 | ii) Plinth beam | 161 | Cum | - | - |
| 2 | Cement Concrete 1:4:8 (One Cement, Four crushed stone 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 no.t 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 mechanical means | 43 | Cum | - | - |
| 3Supplying 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 no.t 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) | |||||
| 3.1 | i) plinth beam | 200 | sqm | - | - |
| 3.2 | ii) Columns | 118 | sqm | - | - |
| 3.3 | iii) Beam & slab | 18 | sqm | - | - |
| 4 | 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 cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, 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 requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). | 57 | Cum | - | - |
| 5 | 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. | 4.56 | MT | - | - |
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