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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.3 CrAccepted-AOC NEW NO H 98 1 PERIYAR NAGAR ERODE 638 001 | ERODE | TAMIL NADU | 638001 | ₹18.3 Cr Quoted ₹19.9 Cr | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical prequalification fail |
| Sl No | Description | Qty | Unit | GMS Elegant Builders I Pvt Ltd L1 |
|---|---|---|---|---|
| 1.00Labour charges for providing bored cast in situ piles of following dia. to the required depth from the existing ground level including boring through ordinary soil other than soft rocks hard stratum and providing arrangements for concreting by termite method as per IS 2911 excluding the cost of concrete, steel & fabrication of reinforcement in position but including the cost of mobilization charges betonies solution, clearing the removed mud away from the vicinity of site and hire charges of all other tools & plants and rig required for the work etc., complete as directed by the departmental officers. | ||||
| 1.01 | 500 mm Dia | 1,536 | Nos | 1,800 ₹27,64,800 Lowest |
| 1.02 | 600 mm Dia | 1,488 | M3 | 1,900 ₹28,27,200 Lowest |
| 2.00 | Test of single pile under routine load test, test load should be 950 KN as per the testing inclusive all charges for extention or cutting of pile that may be necessary errecting loading platform in the manner acceptable and approved by departmental officer with labour and other incidental charges for loading and unloading test load and hire charges and all other incidental charges for conducting test including retaining the test load for 24hours at 100% capacity test certificate and caliberation charges for pressure gauge are to be produced to the Executive Engineer, Executive Engineer incharge before commencing day of test, caliberation of pressure gauge has to be done before taking up the Ist load test in every site of work for piles of 500mm ,600mm with test load, 950KN etc complete in all respects as directed by departmental officers. | 2 | M3 | 1,08,000 ₹2,16,000 Lowest |
| 3.00 | 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. Data worked out for 48 m3 per day/8 hrs. | 313 | M3 | 420 ₹1,31,460 Lowest |
| 4.00 | Supplying and filling in foundation, basement, etc with filling Crushed Stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 72 | M3 | 2,000 ₹1,44,000 Lowest |
| 5.00 | Supplying and filling in foundation, basement, etc with Quarry Dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 232 | M3 | 520 ₹1,20,640 Lowest |
| 6.00 | 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 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 | 72 | M3 | 6,500 ₹4,68,000 Lowest |
| 7.00 | Providing and laying in position, Standardised Concrete Mix M-30 Grade using In-situ Concrete batching plant/ Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content 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 Conveyance of concrete from batching plant to Work site, Electricity charges and other works & labour cost involved for concrete production, 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). For all Floors | 2,876 | M3 | 9,300 ₹2,67,46,800 Lowest |
| 8.00 | Brick work in Cement Mortar 1:5 for foundation and Basement using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 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.foundation & Basement | 42 | M3 | 8,500 ₹3,57,000 Lowest |
Tender Value
₹18.4 Cr
EMD Value
₹9.3 L
Closing Date
28 Jan 2026, 12:00 pmClosed
The Superintending Enginner
The Superintending Engineer, Chennai East 1 Circle, Chennai - 17
Construction of 131 tenements Splus 9 floors including internal water supply sanitary and electrification arrangements at Baruva Nagar scheme in Corp Dn. 122 under HFA
2026_TNUHB_646107_1
TNUHDB /92/HD/SE (E-1)/2025
Open Tender
Civil Works - Buildings
Item Rate
Chennai
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹9.3 L
17 Jul 2026
23 Jan 2026
29 Jan 2026
23 Jan 2026
28 Jan 2026
23 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Labour charges for providing bored cast in situ piles of following dia. to the required depth from the existing ground level including boring through ordinary soil other than soft rocks hard stratum and providing arrangements for concreting by termite method as per IS 2911 excluding the cost of concrete, steel & fabrication of reinforcement in position but including the cost of mobilization charges betonies solution, clearing the removed mud away from the vicinity of site and hire charges of all other tools & plants and rig required for the work etc., complete as directed by the departmental officers. | |||||
| 1.01 | 500 mm Dia | 1,536 | Nos | - | - |
| 1.02 | 600 mm Dia | 1,488 | M3 | - | - |
| 2 | Test of single pile under routine load test, test load should be 950 KN as per the testing inclusive all charges for extention or cutting of pile that may be necessary errecting loading platform in the manner acceptable and approved by departmental officer with labour and other incidental charges for loading and unloading test load and hire charges and all other incidental charges for conducting test including retaining the test load for 24hours at 100% capacity test certificate and caliberation charges for pressure gauge are to be produced to the Executive Engineer, Executive Engineer incharge before commencing day of test, caliberation of pressure gauge has to be done before taking up the Ist load test in every site of work for piles of 500mm ,600mm with test load, 950KN etc complete in all respects as directed by departmental officers. | 2 | M3 | - | - |
| 3 | 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. Data worked out for 48 m3 per day/8 hrs. | 313 | M3 | - | - |
| 4 | Supplying and filling in foundation, basement, etc with filling Crushed Stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 72 | M3 | - | - |
| 5 | Supplying and filling in foundation, basement, etc with Quarry Dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 232 | M3 | - | - |
| 6 | 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 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 | 72 | M3 | - | - |
| 7 | Providing and laying in position, Standardised Concrete Mix M-30 Grade using In-situ Concrete batching plant/ Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content 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 Conveyance of concrete from batching plant to Work site, Electricity charges and other works & labour cost involved for concrete production, 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). For all Floors | 2,876 | M3 | - | - |
| 8 | Brick work in Cement Mortar 1:5 for foundation and Basement using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 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.foundation & Basement | 42 | M3 | - | - |
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