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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAccepted-Finance SAKTHI MAHAL NO 63 PERUNDURAI ROAD ERODE 638 011 | ERODE | TAMIL NADU | 638011 | ₹4.7 Cr | L1 | Accepted-Finance Lowest tenderer |
| 2 | L2₹4.7 Cr+₹3.9 L (0.83%)Accepted-Finance | ₹4.7 Cr+₹3.9 L (0.83%) | L2 | Accepted-Finance Second Lowest tenderer |
| 3 | L3₹4.8 Cr+₹14.2 L (3.04%)Accepted-Finance ERODE | ₹4.8 Cr+₹14.2 L (3.04%) | L3 | Accepted-Finance Third Lowest tenderer |
| 4 | L4₹4.9 Cr+₹19.7 L (4.21%)Accepted-Finance | ₹4.9 Cr+₹19.7 L (4.21%) | L4 | Accepted-Finance Fourth Lowest tenderer |
| 5 | L5₹5.0 Cr+₹27.7 L (5.90%)Accepted-Finance | ₹5.0 Cr+₹27.7 L (5.90%) | L5 | Accepted-Finance Fifth Lowest tenderer |
| Sl No | Description | Qty | Unit | vivek vijay and company L6 | THOMAS IYADURAI INFRASTRUCTURE PVT LTD L7 | PSK ENGINEERING CONSTRUCTION AND CO L5 | R R THULASI BUILDERS INDIA P LTD L1 | S.K.B Constructions L4 | S J INFRA L2 | HariRam Constructions L3 | SHIVANAGAMMAI ENGINEERING CONTRACTORS L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Installation Charges inclusive of Transportation to site and the Bored pile equipment employed for the works including setting up of pile driving equipment with all accessories and tools at each of the pile location based on the sequence of operation approved by the departmental Engineers irrespective of the location and distance involved in movement of pile driving equipment etc., complete. | 2 | Nos | 50,000 ₹1,00,000 | 2,147.5 ₹4,295 Lowest | 45,000 ₹90,000 | 52,000 ₹1,04,000 | 40,000 ₹80,000 | 40,000 ₹80,000 | 40,000 ₹80,000 | 12,000 ₹24,000 |
| 2.00 | Installation of Vertical Bored cast in situ RCC piles in all types of soils, using Ready Mix Concrete of M30 grade, with sulphate resistant Cement, fine aggregate, 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost of reinforcing steel, binding wire, fabrication, welding charges, placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavation of mud pits for circulation of Bentonite solution, closing the mud pits to original level and mud | 1,919 | Rm | 2,800 ₹53,73,200 | 2,720 ₹52,19,680 | 2,300 ₹44,13,700 | 2,600 ₹49,89,400 | 2,200 ₹42,21,800 | 1,998 ₹38,34,162 | 1,900 ₹36,46,100 Lowest | 3,000 ₹57,57,000 |
| 2.01removal with initial lead and lift but including dismandeling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456-2000. Acceptance criteria by clause 16.1. Frequency of testing should be as per clause 15.2.2. The length of pile for payment shall be measured up to natural ground level. The work should be carried out as per IS 2911. Pile depth should be decided by the departmental office at site. | |||||||||||
| 3.00 | Initial load test as per IS 2911 part IV 1985 including cost of single pile (250% of Pile capacity, labour, reinforcement charges and all other incidental charges including excavation, shoring, strutting, dewatering etc., as necessary hire charges for jacks, measuring devices, structural frames work for platform, kent ledges etc, as required and as directed by the departmental officers etc. complete. | 168 | Tonne | 1,000 ₹1,68,000 Lowest | 1,718 ₹2,88,624 | 1,100 ₹1,84,800 | 1,200 ₹2,01,600 | 1,000 ₹1,68,000 Lowest | 1,120 ₹1,88,160 | 1,550 ₹2,60,400 | 2,500 ₹4,20,000 |
| 4.00 | Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges for jack, measuring devices, structural frame work plot form, kent ledges etc., as required and as directed by the departmental officers etc. complete. | 126 | Tonne | 1,000 ₹1,26,000 | 1,288.5 ₹1,62,351 | 1,000 ₹1,26,000 | 1,100 ₹1,38,600 | 800 ₹1,00,800 | 752 ₹94,752 Lowest | 1,000 ₹1,26,000 | 2,000 ₹2,52,000 |
| 5.00 | Pull out test as per IS 2911 Part IV 2013 including Labour charges for Jack, Measuring devices, Structural frame work plat form, Kent ledges etc., Complete complying with standard specification and as directed by Departmental officers. | 1 | Nos | 1,05,000 ₹1,05,000 | 1,24,555 ₹1,24,555 | 1,10,000 ₹1,10,000 | 90,000 ₹90,000 | 80,000 ₹80,000 | 80,000 ₹80,000 | 1,00,000 ₹1,00,000 | 10,000 ₹10,000 Lowest |
| 6.00 | 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. | 262 | M3 | 200 ₹52,400 | 316.58 ₹82,943.96 | 340 ₹89,080 | 350 ₹91,700 | 250 ₹65,500 | 301 ₹78,862 | 250 ₹65,500 | 190 ₹49,780 Lowest |
| 7.00 | 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. | 79 | M3 | 1,000 ₹79,000 | 336.69 ₹26,598.51 Lowest | 2,260 ₹1,78,540 | 1,550 ₹1,22,450 | 1,500 ₹1,18,500 | 1,528 ₹1,20,712 | 1,900 ₹1,50,100 | 1,705 ₹1,34,695 |
| 8.00 | 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 manual means | 70 | M3 | 5,200 ₹3,64,000 | 4,944.41 ₹3,46,108.7 | 5,300 ₹3,71,000 | 5,600 ₹3,92,000 | 5,500 ₹3,85,000 | 4,596 ₹3,21,720 Lowest | 5,000 ₹3,50,000 | 6,500 ₹4,55,000 |
| 9.00 | 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. | 374 | M3 | 150 ₹56,100 | 41.96 ₹15,693.04 | 150 ₹56,100 | 150 ₹56,100 | 150 ₹56,100 | 134 ₹50,116 | 150 ₹56,100 | 37 ₹13,838 Lowest |
Tender Value
Refer Docs
EMD Value
₹3.1 L
Closing Date
4 Aug 2026, 3:00 pmClosed
The Superintending Engineer, PWD.,
O/o. The Superintending Engineer, PWD., Buildings (C and M) Circle-1, Chepauk, Chennai-5
Construction of Additional Hostel Building in ANM School at Triplicane, Chennai-5.
2026_PWD_686155_1
PWD/BCMC1/04/2026-27
Open Tender
Civil Works
Lump-sum
270 days
ANM School, Triplicane
Refer Tender Documents
14 documents required · 14 mandatory
₹0
₹3.1 L
24 Aug 2026
20 Jul 2026
4 Aug 2026
20 Jul 2026
4 Aug 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Installation Charges inclusive of Transportation to site and the Bored pile equipment employed for the works including setting up of pile driving equipment with all accessories and tools at each of the pile location based on the sequence of operation approved by the departmental Engineers irrespective of the location and distance involved in movement of pile driving equipment etc., complete. | 2 | Nos | - | - |
| 2 | Installation of Vertical Bored cast in situ RCC piles in all types of soils, using Ready Mix Concrete of M30 grade, with sulphate resistant Cement, fine aggregate, 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost of reinforcing steel, binding wire, fabrication, welding charges, placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavation of mud pits for circulation of Bentonite solution, closing the mud pits to original level and mud | 1,919 | Rm | - | - |
| 2.01 | removal with initial lead and lift but including dismandeling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456-2000. Acceptance criteria by clause 16.1. Frequency of testing should be as per clause 15.2.2. The length of pile for payment shall be measured up to natural ground level. The work should be carried out as per IS 2911. Pile depth should be decided by the departmental office at site. | - | - | - | - |
| 3 | Initial load test as per IS 2911 part IV 1985 including cost of single pile (250% of Pile capacity, labour, reinforcement charges and all other incidental charges including excavation, shoring, strutting, dewatering etc., as necessary hire charges for jacks, measuring devices, structural frames work for platform, kent ledges etc, as required and as directed by the departmental officers etc. complete. | 168 | Tonne | - | - |
| 4 | Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges for jack, measuring devices, structural frame work plot form, kent ledges etc., as required and as directed by the departmental officers etc. complete. | 126 | Tonne | - | - |
| 5 | Pull out test as per IS 2911 Part IV 2013 including Labour charges for Jack, Measuring devices, Structural frame work plat form, Kent ledges etc., Complete complying with standard specification and as directed by Departmental officers. | 1 | Nos | - | - |
| 6 | 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. | 262 | M3 | - | - |
| 7 | 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. | 79 | M3 | - | - |
| 8 | 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 manual means | 70 | M3 | - | - |
| 9 | 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. | 374 | M3 | - | - |
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