Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.4 CrAccepted-Finance ERODE | ₹25.4 Cr | L1 | Accepted-Finance Due to L1. |
| 2 | L2₹26.2 CrAccepted-Finance NO 93 KADAL THOTTAM VADAPALANI KUMARAPALAYAM POST NATHAKADAIYUR VIA ERODE 638 108 | ERODE | TAMIL NADU | 638108 | ₹26.2 Cr | L2 | Accepted-Finance Due to L2. |
| 3 | L3₹26.7 CrRejected-Finance NO 122 4A BHARATHIPALAYAM STREET KURIVIKARANPALAYAM MOOLAPALLAM POST ERODE 638 002 | ERODE | ERODE | TAMIL NADU | 638002 | ₹26.7 Cr | L3 | Rejected-Finance Due to L3. |
| Sl No | Description | Qty | Unit | kadal constructions L2 | HariRam Constructions L1 | mbojarajan L3 |
|---|---|---|---|---|---|---|
| 1.00 | Installation of Vertical Bored cast in situ RCC piles of following diameter in all types of soils, using Standardised Concrete Mix of following grade, with sulphate resistant Cement or OPC/PPC, etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for 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, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling 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 as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.( Cost of Reinforcement provided for Pile shall be measured and Paid separately ) Grade of Concrete: M25 (300 mm dia pile) | 321 | RM | 1,627.4 ₹5.2 L | 1,580 ₹5.1 L | 1,659 ₹5.3 L |
| 2.00Installation of Vertical Bored cast in situ RCC piles of following diameter in all types of soils, using Standardised Concrete Mix of following grade, with sulphate resistant Cement or OPC/PPC, etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for 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, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling 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 as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.( Cost of Reinforcement provided for Pile shall be measured and Paid separately ) Grade of Concrete: M30 | ||||||
| 2.01 | 600 m dia pile | 3,150 | RM | 3,934.6 ₹1.2 Cr | 3,820 ₹1.2 Cr | 4,011 ₹1.3 Cr |
| 3.00 | Carrying out initial working pile load test on specified dia piles as specified in IS:2911 (Part 4). Includes all plant, equipment, machinery, instruments, measuring devices, platforms and kentledge pile caps etc., dismantling and carting away entire setup, excavation and dewatering etc.,the rate is inclusive of bore and cast 600 dia testing pile with M30 grade of concrete all complete. | 1 | Each | 4,93,040.4 ₹4.9 L | 4,78,680 ₹4.8 L | 5,02,614 ₹5.0 L |
| 4.00 | Carrying out Dynamic load test on Bored cast-in-situ pile as specified in IS:2911 (Part 4) for specified test loads.( 600 mm dia ). Includes all plant, equipment, machinery, instruments, measuring devices, platforms and kentledge pile caps etc., dismantling and carting away entire setup, excavation and dewatering etc., all complete | 1 | Each | 2,91,366.4 ₹2.9 L | 2,82,880 ₹2.8 L | 2,97,024 ₹3.0 L |
| 5.00 | Supply Conducting Pile integrity test (PIT) on the piles under each cluster by using a 6 lbs nylon lipped hand held hammer, glueing sensitive accelerometer on top of the pile by petro wax or petroleum jelly after making the pile head smooth and even by disc grinder, providing stage wise and final report along with revevant conclusions etc., as directed by Client / engineer-in-charge. as per latest IS-2911. | 1 | Each | 12,360 ₹12,360 | 12,000 ₹12,000 | 12,600 ₹12,600 |
| 6.00Earth work open excavation by manual means 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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers | ||||||
| 6.01 | 0.0m to 2.0m depth | 920.27 | M3 | 144.2 ₹1.3 L | 140 ₹1.3 L | 147 ₹1.4 L |
| 6.02 | 2.0m to 3.0m depth | 52 | M3 | 154.5 ₹8,034 | 150 ₹7,800 | 157.5 ₹8,190 |
| 6.03 | 3.0m to 4.0m depth | 2 | M3 | 175.1 ₹350.20 | 170 ₹340 | 178.5 ₹357 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹15 L
Closing Date
8 Apr 2026, 12:00 pmClosed
Deputy Manager(civil)
MTC, Pallavan House, Chennai -2.
Up gradation of K.K. Nagar Depot with the required civil infrastructure for e buses operation.
2026_MTC_669652_1
40008/CIVIL/MTC/2026
Open Tender
Civil Works - Buildings
330 days
K.K.Nagar
Please refer tender document.
4 documents required · 4 mandatory
₹0
₹15 L
15 Jun 2026
7 Mar 2026
8 Apr 2026
24 Mar 2026
8 Apr 2026
27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Installation of Vertical Bored cast in situ RCC piles of following diameter in all types of soils, using Standardised Concrete Mix of following grade, with sulphate resistant Cement or OPC/PPC, etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for 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, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling 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 as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.( Cost of Reinforcement provided for Pile shall be measured and Paid separately ) Grade of Concrete: M25 (300 mm dia pile) | - | RM | - | - | |
Installation of Vertical Bored cast in situ RCC piles of following diameter in all types of soils, using Standardised Concrete Mix of following grade, with sulphate resistant Cement or OPC/PPC, etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for 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, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling 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 as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.( Cost of Reinforcement provided for Pile shall be measured and Paid separately ) Grade of Concrete: M30 | - | - | - | - | |
600 m dia pile | - | RM | - | - | |
Carrying out initial working pile load test on specified dia piles as specified in IS:2911 (Part 4). Includes all plant, equipment, machinery, instruments, measuring devices, platforms and kentledge pile caps etc., dismantling and carting away entire setup, excavation and dewatering etc.,the rate is inclusive of bore and cast 600 dia testing pile with M30 grade of concrete all complete. | - | Each | - | - | |
Carrying out Dynamic load test on Bored cast-in-situ pile as specified in IS:2911 (Part 4) for specified test loads.( 600 mm dia ). Includes all plant, equipment, machinery, instruments, measuring devices, platforms and kentledge pile caps etc., dismantling and carting away entire setup, excavation and dewatering etc., all complete | - | Each | - | - | |
Supply Conducting Pile integrity test (PIT) on the piles under each cluster by using a 6 lbs nylon lipped hand held hammer, glueing sensitive accelerometer on top of the pile by petro wax or petroleum jelly after making the pile head smooth and even by disc grinder, providing stage wise and final report along with revevant conclusions etc., as directed by Client / engineer-in-charge. as per latest IS-2911. | - | Each | - | - | |
Earth work open excavation by manual means 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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers | - | - | - | - | |
0.0m to 2.0m depth | - | M3 | - | - | |
2.0m to 3.0m depth | - | M3 | - | - | |
3.0m to 4.0m depth | - | M3 | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.10 MB
KKnagarEbusTendDoc.pdf
Tender Documents • 0.44 MB
Annexure.pdf
Additional Documents • 0.30 MB
Sitevisitreg.pdf
Additional Documents • 0.18 MB
BOQ_807508.xls
BOQ • 0.80 MB
Download all tender documents and submit your bid