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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.1 CrAccepted-AOC | ₹1.1 Cr Quoted ₹1.2 Cr | 1 | Accepted-AOC WORK AWARDED |
| 2 | 2₹1.2 Cr+₹1.7 L (1.46%)Rejected-AOC | ₹1.2 Cr+₹1.7 L (1.46%) | 2 | Rejected-AOC Second Lowest |
| 3 | 3₹1.2 Cr+₹2.7 L (2.34%)Rejected-AOC | ₹1.2 Cr+₹2.7 L (2.34%) | 3 | Rejected-AOC Third Lowest |
| Sl No | Description | Qty | Unit | JAISHANTHI AND CO L3 | Thiruvengadam Ramalingam Suresh L2 | SRI KAMATCHI CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth 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. | 311.2 | Cu.m | 450 ₹1,40,040 | 450 ₹1,40,040 | 370 ₹1,15,144 Lowest |
| 2.00 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 69.1 | Cu.m | 200 ₹13,820 | 160 ₹11,056 Lowest | 160 ₹11,056 Lowest |
| 3.00 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 80.6 | Cu.m | 600 ₹48,360 | 500 ₹40,300 Lowest | 500 ₹40,300 Lowest |
| 4.00 | Supplying and filling in foundation, basement, etc with Stone Dust in layers of not more than 15cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 35.3 | Cu.m | 800 ₹28,240 | 520 ₹18,356 Lowest | 520 ₹18,356 Lowest |
| 5.00 | 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 Mechanical means | 24.3 | Cu.m | 6,000 ₹1,45,800 | 5,850 ₹1,42,155 Lowest | 5,850 ₹1,42,155 Lowest |
| 6.00 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers -Mixing by Mechanical means | 23.1 | Cu.m | 6,000 ₹1,38,600 | 5,850 ₹1,35,135 Lowest | 5,850 ₹1,35,135 Lowest |
| 7.00Brick work in Cement Mortar 1:6 (One Cement and Six Crushed Stone Sand) using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. Other type of bond shall be done as directed by the Executive Engineer in charge. | ||||||
| 7.01 | For Foundation and Basement | 48.3 | Cu.m | 7,750 ₹3,74,325 | 7,700 ₹3,71,910 | 7,600 ₹3,67,080 Lowest |
| 7.02 | For Superstructure in Ground Floor | 53.4 | Cu.m | 7,850 ₹4,19,190 | 7,800 ₹4,16,520 | 7,700 ₹4,11,180 Lowest |
| 7.03 | For Superstructure in First Floor | 50.7 | Cu.m | 8,000 ₹4,05,600 | 7,900 ₹4,00,530 Lowest | 7,900 ₹4,00,530 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹66,500
Closing Date
22 Aug 2025, 3:00 pmClosed
The Superintending Engineer, PWD.,
The Superintending Engineer, PWD., Buildings Construction and Maintenance Circle,Tiruvannamalai-4.
Construction of 5 Class Rooms in Government Higher Secondary School at Kanai in Villupuram District
2025_PWD_594660_1
29/TVM-CLE/25-26/11/ Dt.04.08.2025
Open Tender
Civil Works
Lump-sum
Kanai
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹66,500
30 Oct 2025
20 Aug 2025
22 Aug 2025
20 Aug 2025
22 Aug 2025
20 Aug 2025
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