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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.4 CrAccepted-AOC NO 41 21 PERAMBUR BARRACKS ROAD PATTALAM CHENNAI 12 | 12 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹46.9 Cr+₹1.6 Cr (3.60%)Rejected-AOC NO 167 1 MUTHUGOUNDENPALAYAM RING ROAD KUMARAPALAYAM ERODE 638 104 | ERODE | TAMIL NADU | 638104 | L2 | Rejected-AOC Rejected | |
| 3 | L3₹48.2 Cr+₹2.9 Cr (6.45%)Rejected-AOC 201 3RD FLOOR A BLOCK SRI GURU TOWERS 80 FEET ROAD ANNA NAGAR MADURAI 625017 | MADURAI | TAMIL NADU | 625017 | L3 | Rejected-AOC Rejected |
Tender Value
₹51.5 Cr
EMD Value
₹25.9 L
Closing Date
8 Feb 2024, 3:00 pmClosed
Superintending Engineer PWD
Office of the Superintending Engineer PWD Buildings Construction and Maintenance Circle Chepauk Chennai 5
Construction of New Tower Block Exclusive Quarternary Care Super Speciality Block G plus 8 Floors in Institute of Child Health Hospital Campus, Egmore, Chennai-8
2024_PWD_419642_1
TNPWD/52 BCM /2023-24
Open Tender
Construction Works
Lump-sum
540 days
Egmore
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹25.9 L
15 Mar 2024
6 Feb 2024
8 Feb 2024
6 Feb 2024
8 Feb 2024
6 Feb 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 341 | M3 | - | - |
| 2 | Earth work open excavation 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. | 2,135.62 | M3 | - | - |
| 3 | Installation Charges inclusive of transportation to site and assembling the Bored pile equipment employed for the works including settingup of pile driving equipments 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 for all sizes of piles and dismantling the bored pile equipment etc. complete. | 2 | E | - | - |
| 4Installation 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 removal with initial lead and lift but excluding 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. | |||||
| 4.01 | Frequency of testing should be as per clause 15.2.2. The length of pile for payment shall be measured upto natural ground level. The work should be carried out as per IS 2911. Pile depth should be decided by the departmental officers at site. | - | - | - | - |
| 4.02 | 750 mm dia pile having longitudinal main reinforcement of 12 Nos 20# with helical reinforcement at 10 # @ 150mm C/C with inner rings of 12 # @ 1000mm C/C with lifting hook of 12 # at required length. | - | - | - | - |
| 4.03 | length upto 20m | 3,860 | Rm | - | - |
| 4.04 | 600 mm dia pile having longitudinal main reinforcement of 8 Nos 20#with helical reinforcement at 10 # @ 150mm C/C with inner rings of 12 # @ 1000mm C/C with lifting hook of 12 # at required length. | - | - | - | - |
| 4.05 | length upto 20m | 1,280 | Rm | - | - |
| 5 | 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 pilecap | 2 | E | - | - |
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