Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC UNIT NO 205 PENINSULA CENTRE CO OPERATIVE PREMISES SOCIETY LTD DR S S RAO ROAD PAREL MUMBAI 400 012 | MUMBAI | MAHARASHTRA | 400012 | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.6 L+₹3.8 L (49.3%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹12.7 L+₹5.0 L (63.9%)Rejected-Finance 147 A BASEMENT SANT NAGAR EAST OF KAILASH NEW DELHI 110 065 | SOUTH | DELHI | 110065 | L3 | Rejected-Finance L3 | |
| 4 | L4₹20.4 L+₹12.7 L (163.8%)Rejected-Finance | L4 | Rejected-Finance L4 |
Tender Value
₹8 L
EMD Value
₹20,000
Closing Date
10 Dec 2024, 3:00 pmClosed
P K Gupta Chief Construction Engineer
CCE R AND D WEST PUNE
PRELIMINARY CONSULTANCY SERVICES FOR CONSTRUCTION OF NEW ACADEMIC COMPLEX AT DIAT GIRINAGAR CAMPUS PUNE
2024_DRDO_835957_1
CCE(W)/C8/80242/CONS/DIAT/CONT
Limited
Consultancy
Item Rate
60 days
Diat, Girinagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
CCE R AND D WEST
₹20,000
Yes
21 Jan 2025
21 Nov 2024
11 Dec 2024
21 Nov 2024
10 Dec 2024
2 Dec 2024
25 Nov 2024 - 27 Nov 2024
Amount
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
Mobilisation and demobilisation of equipment and personnel to the site for carrying out the following field investigations.
Soil investigation by carrying out bore holes of 100mm dia as per relevant / latest IS code1892-1979, IS 1892 (1979), IS 5313, IS 2720 collecting samples of disturbed soil and conducting the following tests as per relevant and latest IS code in all types of soils and submission of detailed soil investigaton report in triplicate, recommending safe foundation level and type of foundation along with bearing capacity considering effect of water table etc and other parameters: Conducting SPT Plasticity Index Natural moisture content Dry and wet density Soaked unconfined compression test Percentage absorption Mechanical analysis and moisture content Liquid and plastic limit test Sample preparation Sieve analysis Soil classification as per IS Direct shear test Consolidation test Unconfined compression on rock Natural Water table depth PH of soil sample Sulphates and chloride in Soil/Water to determine type of cement to be used as per IS: 456
(a) Item same as Item No 3 but in all kind of soil
(a) Item same as Item No 3 but in all type of rocks
Carrying out topographical survey of the area with total station, giving traverse of surveyed area, spot levels at 3m x 3m center to center interval, demarcating the Revenue Survey No's, boundaries of Revenue/ Forest/ Pvt land, marking of existing major structures, alignment of existing roads, other structures/ details and major trees with girth more than 30cm at 1.00M above ground level, showing contours at 1.00m interval etc all complete. (Note: If any markings is given to the existing boundary pillars, compartment pillars/ munars and tree no given by the Revenue/ Forest /Defence department, same to be reflected on topo sheet)
(i) Testing charges for water samples (IS:10500) (NABL Lab)
(ii) Electric resistivity test all as per specifications IS 15736(2007) (NABL Lab)
(i) To hold discussion with user (DIAT) and CCE for obtaining the detailed requirement of the proposed work of "Construction of a new academic complex at DIAT Giringar Campus Pune" to prepare the followings :- (a) Preliminary Architectural drawing,Schematic layout and masterplan as per GRIHA star rating norms. (b) Detailed electrical load calculation. (c) Detailed AC load calculation for HVAC provisions. (d) Details of Furniture and there tentative layout and scale of furniture & SOA to be followed. (e) Calculations of the tentative details of the services namely Roads and Paths, Drains, Sewage disposal, Site development, Plinth levels and road level with respect to FFL, Fire Fighting, Fire Alarm System tentative length of pipeline from tapping point as finalised by the user, tentative length of electric cable from the tapping point as finalised by the user, rainwater harvesting and area lighting etc. (ii) On the basis of the above details and other relevant data as per the Site Conditions, the preliminary estimates to be prepared as per the CPWD DSR/DAR and market rates for the non scheduled items.
Providing and fixing 450X450X600mm PCC(1:2:4) permanent bench mark pillars with fixing of steel plate of size 200x200x8mm on top of pillars including excavation cost and conveyance of materials and painting with identification marks, numbering of levels etc, complete as directed.
Submission of six sets of survey report, preliminary architectural drawings approved by the user and the CCE (one set of CD) with traverse and spot levels, contour maps and details of trees, other construction hinderances including original Auto Cad & PDF files or as directed by the CCE.
Creative Corporation (BID ID -3134794)
Sakhuja Mallick and Associates (BID ID -3132936)
Architects Chamber (BID ID -3134053)
stage.html
html • 0.05 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
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 .