Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 CrAccepted-AOC NO 225 SOUTH STREET VASISTAPURAM POST THUNGAPURAM VIA KUNNAM TALUK PERAMBALUR DISTRICT 621 716 | ARIYALUR | TAMIL NADU | 621716 | ₹16.4 Cr Quoted ₹16.5 Cr | L1 | Accepted-AOC This contractor quoted the lowest value compared to the rest of the others and was awarded by the committee. |
| 2 | L2₹17.0 CrRejected-AOC ERODE | ₹17.0 Cr | L2 | Rejected-AOC This contractor in L2 position. |
| 3 | L3₹17.4 CrRejected-Finance NO 5 KOTTAI NAICKEN STREET KALAPPA NAICKENPATTI NAMAKKAL 637404 | NAMAKKAL | TAMIL NADU | 637404 | ₹17.4 Cr | L3 | Rejected-Finance Due to L3 |
| Sl No | Description | Qty | Unit | VR Engineering Construction L1 | HariRam Constructions L2 | Shree Shivane Construction L3 |
|---|---|---|---|---|---|---|
| 1.00Installation 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: M25 | ||||||
| 1.10 | 300 mm dia pile | 582 | Rm | 1,585 ₹9.2 L | 1,638 ₹9.5 L | 1,669 ₹9.7 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 | ||||||
| 2.10 | 500 mm dia pile | 2,721 | Rm | 2,895 ₹78.8 L | 2,987 ₹81.3 L | 3,045 ₹82.9 L |
| 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 500 dia testing pile with M30 grade of concrete all complete.(203 MT) | 1 | Each | 3,69,174 ₹3.7 L | 3,82,160 ₹3.8 L | 3,89,581 ₹3.9 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.( 500 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(203 MT) | 1 | Each | 2,03,277 ₹2.0 L | 2,10,429 ₹2.1 L | 2,14,515 ₹2.1 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 | 11,940 ₹11,940 | 12,360 ₹12,360 | 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 | ||||||
| 6.10 | 0.0m to 2.0m depth | 921 | Cum | 129 ₹1.2 L | 134 ₹1.2 L | 136 ₹1.3 L |
| 6.20 | 2.0m to 3.0m depth | 62 | Cum | 149 ₹9,238 | 154 ₹9,548 | 157 ₹9,734 |
Tender Value
Refer Docs
EMD Value
₹16.5 L
Closing Date
6 Jan 2026, 12:00 pmClosed
Deputy Manager(civil)
MTC, Pallavan House, Chennai -2.
Construction of Depot at Mamandur for the Diesel Buses transferred from the Depots, which are proposed for E-Buses Operation.
2025_MTC_607047_1
9620/CIVIL/MTC/2025
Open Tender
Civil Works - Buildings
270 days
Mamandur
Please refer as per Tender document.
5 documents required · 5 mandatory
₹0
₹16.5 L
6 Mar 2026
1 Dec 2025
6 Jan 2026
8 Dec 2025
6 Jan 2026
10 Dec 2025
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.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
Document
0.39 MB
Tendernotice_1.pdf
PDF • 0.39 MB
Additional Documents
Additional Documents • 0.10 MB
Tender Documents
Tender Documents • 0.44 MB
BOQ_750533.xls
BOQ • 0.55 MB
Additional Documents
Additional Documents • 1.58 MB
Additional Documents
Additional Documents • 0.19 MB
Download all tender documents and submit your bid