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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹73.8 Cr+₹43.2 L (0.58%)Accepted-AOC NO 93 KADAL THOTTAM VADAPAIANI KUMARAPALAYAM POST NATHAKADAIYUR VIA ERODE638108 | ERODE | ERODE | TAMIL NADU | 638108 | ₹73.8 Cr+₹43.2 L (0.58%) Quoted ₹74.3 Cr | L3 | Accepted-AOC Accepted |
| 2 | L1₹73.9 CrRejected-AOC NO 1387 1 EDICIA JEEVANANDHAM STREET MOSAKKAVUNDANPALAYAM ERODE 638002 TAMIL NADU | ERODE | ERODE | TAMIL NADU | 638002 | ₹73.9 Cr | L1 | Rejected-AOC Rejected |
| 3 | L2₹74.0 Cr+₹13.7 L (0.19%)Rejected-AOC | ₹74.0 Cr+₹13.7 L (0.19%) | L2 | Rejected-AOC Rejected |
| 4 | L4₹78.0 Cr+₹4.1 Cr (5.55%)Rejected-AOC NO 82 ALLINGI GOUNDER THOTTAM THIRUMALAIGIRI NADUCOMBAI POST KALAPPANAICKENPATTY NAMAKKAL 637 404 | NAMAKKAL | TAMIL NADU | 637404 | ₹78.0 Cr+₹4.1 Cr (5.55%) | L4 | Rejected-AOC Rejected |
| 5 | L5₹79.5 Cr+₹5.6 Cr (7.62%)Rejected-AOC NO 41 21 PERAMBUR BARRACKS ROAD PATTALAM CHENNAI 12 | 12 | ₹79.5 Cr+₹5.6 Cr (7.62%) | L5 | Rejected-AOC Rejected |
Tender Value
₹73.2 Cr
EMD Value
₹36.7 L
Closing Date
21 Feb 2025, 3:00 pmClosed
Superintending Engineer PWD
Office of the Superintending Engineer PWD Buildings Construction and Maintenance Circle Chepauk Chennai 5
Construction of Block A Construction of Family Planning Building Stilt 6 Floors and Block B Construction of Laundry CSSD and Administrative Building G 6 at Government RSRM Lying in Hospital in Royapuram Chennai
2025_PWD_525171_1
TNPWD/39BCM/2024-25
Open Tender
Construction Works
Lump-sum
Chennai
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹36.7 L
9 Jun 2025
15 Feb 2025
21 Feb 2025
17 Feb 2025
21 Feb 2025
17 Feb 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling, clearing away and carefully stacking the materials useful for reuse of Weathering course and pressed tiles etc. complete complying with standard specfication and as directed by the departmental officers. | 906.69 | m² | - | - |
| 2 | Dismantling, clearing away and carefully stacking the materials useful for reuse of Brickwork in CM walls under 3m height etc. complete complying with standard specfication and as directed by the departmental officers. | 459.3 | m3 | - | - |
| 3 | Dismantling Brick / stone masonry in Cement mortar walls, add for every additional 3m or part there of over the initial height of 3m etc complete complying with standard specification and as directed by the departmental officers. | 167.8 | m3 | - | - |
| 4 | Dismantling, clearing away and carefully stacking the materials useful for reuse of RCC works etc. complete complying with standard specfication and as directed by the departmental officers. | 867.61 | m3 | - | - |
| 5 | Dismantling the Doors & windows including removal of frames, hinges and fastenings etc complete complying with standard specification and as directed by the departmental officers. | 119 | m² | - | - |
| 6 | 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. | 4 | Nos | - | - |
| 7Installation of Vertical Bored cast in situ RCC piles in all types of soils using Design Mix concrete of M30 grade with sulphate resisitant cement, fine aggregate, 20 mm and down graded HBGS jelly coarse aggregate. the rate included 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 temperory 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 circul.ation Bentonite solution, closing the mud pits to origional 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 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. | |||||
| 7.01 | 450 mm dia pile having longitudinal main reinforcement of 5 Nos 20# & 5 Nos 16# with helical reinforcement at 10 # @ 200mm C/C with inner rings of 12 # @ 1000mm C/C with lifting hook of 12 # at required length. | 206 | Rm | - | - |
| 7.02 | 500 mm dia pile having longitudinal main reinforcement of 10 Nos 16# with helical reinforcement at 10 # @ 200mm C/C with inner rings of 12 # @ 1000mm C/C with lifting hook of 12 # at required length. | 4,585 | Rm | - | - |
| 7.03 | 600 mm dia pile having longitudinal main reinforcement of 8 Nos 20 # with helical reinforcement at 10 # @ 200mm C/C with inner rings of 12 # @ 1000mm C/C with lifting hook of 12 # at required length. | 5,080 | Rm | - | - |
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