Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.5 CrAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹20.5 Cr+₹18.7 L (0.92%)Rejected-AOC ATHANOOR NAMAKKAL | NAMAKKAL | NAMAKKAL | TAMIL NADU | L2 | Rejected-AOC Rejected | |
| 3 | L3₹20.8 Cr+₹48.6 L (2.39%)Rejected-AOC NO 622 VANNIYAR NAGAR ALAGAPURAM PERIYAPUDHUR SALEM 636016 | SALEM | SALEM | TAMIL NADU | 636016 | L3 | Rejected-AOC Rejected |
Tender Value
₹19.3 Cr
Closing Date
22 Nov 2023, 3:00 pmClosed
Superintending Engineer PWD
Office of the Superintending Engineer PWD Buildings Construction and Maintenance Circle Chepauk Chennai 5
Establishment of 50-bedded Critical Care Block in Government Thiruvatteeswarar Hospital for Thoracic Medicine at Otteri, Chennai-12.
2023_PWD_390240_1
TNPWD/31 BCM/2023-24
Open Tender
Civil Works - Buildings
Lump-sum
455 days
Otteri
Please refer Tender documents.
12 documents required · 12 mandatory
₹9.7 L
Exempted
17 Apr 2024
18 Nov 2023
22 Nov 2023
18 Nov 2023
22 Nov 2023
18 Nov 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Installation charges inclusive of transportation to site and the driven pile equipment employed for the works including setting of pile driving equipments with all accessories and tools of 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 driven pile equipment etc., complete. | 2 | Nos | - | - |
| 2Installation 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 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. | |||||
| 2.01 | 500 mm dia pile having longitudinal main reinforcement of 8 Nos 20# with helical reinforcement at 8 # @ 200mm C/C with inner rings of 12 # @ 1000mm C/C with lifting hook of 12 # at required length. | 1,512 | rm | - | - |
| 2.02 | 600 mm dia pile having longitudinal main reinforcement of 10 nos of 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. | 4,368 | Rm | - | - |
| 3Initial load test as per IS 2911 part IV 1995 (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 plot form kent ledges etc., required and providing pile cap etc., complete as directed by the departmental officers | |||||
| 3.01 | 600mm dia | 1 | Each | - | - |
| 3.02 | 500mm dia | 1 | Each | - | - |
| 4Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges and all other incidental charges including hire charges for jacks , measuring devices , structural frame work for plot form,kent ledges etc., as required and as directed by the departmental officers etc., complete. | |||||
| 4.01 | 600mm dia | 1 | Each | - | - |
| 4.02 | 500mm dia | 1 | Each | - | - |
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
BOQ_464996.xls
BOQ Document • 0.47 MB
133714845.pdf
Tender Document • 0.14 MB
PQAPPLNOtteri.pdf
Tender Document • 0.35 MB
CONDITIONSOtteri.pdf
Tender Document • 0.43 MB
133714847.html
Tender Document • 0.03 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 .