Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.8 CrAccepted-AOC NO 122 4A BHARATHIPALAYAM STREET KURIVIKARANPALAYAM MOOLAPALLAM POST ERODE 638 002 | ERODE | ERODE | TAMIL NADU | 638002 | ₹74.8 Cr Quoted ₹76.4 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹78.8 CrRejected-AOC P AND C TOWERS 2ND FLOOR 140 PERUNDURAI ROAD ERODE 638 011 | ERODE | TAMIL NADU | 638011 | ₹78.8 Cr | L2 | Rejected-AOC Rejected |
| 3 | L3₹80.5 CrRejected-AOC NO 167 1 MUTHUGOUNDENPALAYAM RING ROAD KUMARAPALAYAM ERODE 638 104 | ERODE | TAMIL NADU | 638104 | ₹80.5 Cr | L3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | P and C Projects Private Limited L2 | BLUELEAF PROJECTS PRIVATE LIMITED L3 | mbojarajan L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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 Tremie 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 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. ^600mm dia pile) | 9,575 | rm | 4,650 ₹4,45,23,750 | 4,700 ₹4,50,02,500 | 4,500 ₹4,30,87,500 Lowest |
| 2.00 | Installation charges inclusive of transportation to site and spiceal assembling the bored pile equipment employed for the works including setting up pile boring equipments with all accesaries and tools at each of the pile location based on the sequense of operation approved by the departmental engineers, in respect of the location and distance involved in movements of pile boring equipment for all sizes of piles and dismantaling for bored pile equipment etc.complete | 6 | Nos | 57,000 ₹3,42,000 | 58,000 ₹3,48,000 | 55,000 ₹3,30,000 Lowest |
| 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 incidential charges including excavation, shoring, strutting, dewatering etc. as necessary hire charges for jacks, measuring devices, Structural Frame work for platform, Kent ledges etc, as required and providing pile cap. | 2 | Nos | 1,60,000 ₹3,20,000 | 1,61,000 ₹3,22,000 | 1,55,000 ₹3,10,000 Lowest |
| 4.00 | Routine load test as per IS2911 part IV 1995 (150% of pile capacity including labour charges and all other material charges including hire charges for jacks, measuring devices,structural frame work for platform kent ledges etc,as required etc.complete | 4 | Nos | 1,08,000 ₹4,32,000 | 1,10,000 ₹4,40,000 | 1,05,000 ₹4,20,000 Lowest |
| 5.00 | Earthwork excavation for foundation (for Open excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. | 2,992 | Nos | 210 ₹6,28,320 | 215 ₹6,43,280 | 200 ₹5,98,400 Lowest |
| 6.00 | Earth work excavation for foundation 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 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. (By mechnical means) | 1,462 | cum | 420 ₹6,14,040 | 435 ₹6,35,970 | 410 ₹5,99,420 Lowest |
| 7.00 | Supplying and filling in foundation, basement, etc with M 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. | 1,228 | cum | 2,060 ₹25,29,680 | 2,100 ₹25,78,800 | 2,000 ₹24,56,000 Lowest |
| 8.00 | Filling the foundation basement with Quarr7 stone dust in layers of not more than 15cm thick well rammed, watered and consolidated as directed by the deptl. officers. Complete complying with standard specifications. | 2,325 | cum | 420 ₹9,76,500 | 440 ₹10,23,000 | 410 ₹9,53,250 Lowest |
| 9.00 | Supplying and Filling the foundation basement with gravel in layers of not more than 15cm thick well rammed, watered and consolidated as directed by the deptl. officers. Complete complying with standard specifications. | 13,829 | cum | 930 ₹1,28,60,970 | 950 ₹1,31,37,550 | 900 ₹1,24,46,100 Lowest |
| 10.00 | Cement Concrete 1:5:10 (One Cement, Five M sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation and basement including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification | 1,147 | cum | 6,200 ₹71,11,400 | 6,320 ₹72,49,040 | 6,000 ₹68,82,000 Lowest |
Tender Value
₹74.8 Cr
EMD Value
₹37.5 L
Closing Date
19 Feb 2026, 3:00 pmClosed
Chief Engineer
Office of Chief Engineer, Public Works Department, Projects, Chepauk, Chennai 05
Construction of Integrated Building for Central Polytechnic and Special Institutions in CIT campus at Tharamani in Chennai.
2026_HE_658209_1
CITTharamani_2026
Open Tender
Civil Works - Buildings
Lump-sum
540 days
Tharamani
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹37.5 L
Yes
9 Mar 2026
15 Feb 2026
20 Feb 2026
15 Feb 2026
19 Feb 2026
15 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Installation 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 Tremie 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 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. ^600mm dia pile) | |||||
| 2Installation charges inclusive of transportation to site and spiceal assembling the bored pile equipment employed for the works including setting up pile boring equipments with all accesaries and tools at each of the pile location based on the sequense of operation approved by the departmental engineers, in respect of the location and distance involved in movements of pile boring equipment for all sizes of piles and dismantaling for bored pile equipment etc.complete | |||||
| 3Initial Load Test as per IS 2911 Part IV 1985 including cost of single pile (250% of pile capacity), labour, reinforcement charges and all other incidential charges including excavation, shoring, strutting, dewatering etc. as necessary hire charges for jacks, measuring devices, Structural Frame work for platform, Kent ledges etc, as required and providing pile cap. | |||||
| 4Routine load test as per IS2911 part IV 1995 (150% of pile capacity including labour charges and all other material charges including hire charges for jacks, measuring devices,structural frame work for platform kent ledges etc,as required etc.complete | |||||
| 5Earthwork excavation for foundation (for Open excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. | |||||
| 6Earth work excavation for foundation 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 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. (By mechnical means) | |||||
| 7Supplying and filling in foundation, basement, etc with M 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. | |||||
| 8Filling the foundation basement with Quarr7 stone dust in layers of not more than 15cm thick well rammed, watered and consolidated as directed by the deptl. officers. Complete complying with standard specifications. | |||||
| 9Supplying and Filling the foundation basement with gravel in layers of not more than 15cm thick well rammed, watered and consolidated as directed by the deptl. officers. Complete complying with standard specifications. | |||||
| 10Cement Concrete 1:5:10 (One Cement, Five M sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation and basement including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification | |||||
stage.html
html • 0.04 MB
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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.32 MB
CPT_cover1.pdf
Tender Documents • 0.98 MB
CPT_Cover2.pdf
Additional Documents • 2.34 MB
BOQ_789609.xls
BOQ • 0.68 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].