Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-AOC SCO 1106 07 LEVEL I SECTOR 22 B CHANDIGARH 160022 | CHANDIGARH | CHANDIGARH | CHANDIGARH | 160022 | ₹8.9 L | L1 | Accepted-AOC BEING LOWEST |
| 2 | L2₹10.5 L+₹1.6 L (17.3%)Rejected-Finance | ₹10.5 L+₹1.6 L (17.3%) | L2 | Rejected-Finance NOT BEING LOWEST |
| 3 | L3₹12.8 L+₹3.9 L (43.2%)Rejected-Finance B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | ₹12.8 L+₹3.9 L (43.2%) | L3 | Rejected-Finance NOT BEING LOWEST |
| Sl No | Description | Qty | Unit | GEO DESIGNS AND RESEARCH PVT LTD L3 | SUBHASH ANITA AND ASSOCIATES L1 | C B ENTERPRISE L2 |
|---|---|---|---|---|---|---|
| 1.00 | Consultancy for following services in all respects as specified
(A) Preparation and submission of detailed Architectural drawings of the buildings with following requirement ( The list of building alongwith aprox plinth area is attached as Appendix-A )
(a) Preparation of conceptual Architectural drawings with relevant details like plans, elevations, sections etc. based on data attached as per approved Board Proceedings/ Approximate Estimate Part I & II and local Architectural Norms/ Bye-Laws. The conceptual drawings shall be submitted in duplicate hard copies for approval of Director (Arch) of HQ CE (CG) Goa.
(b) After approval of conceptual drawings, final Architectural drawings shall be prepared including Schedule of Finishes, Internal Water Supply and Internal Electrification drawings, Internal fire fighting incorporating required changes/ modifications as suggested by this HQ . The final drawings shall be got approved from Director (Arch) of HQ CE (CG) Goa. Final Architectural drawings to be submitted to this HQ in hard copy (on Tracing sheets) and soft copy in CD, duly signed by an Authorized Architect with CA number. Further 10 sets in total of hard prints of final approved Architectural drawings as per scale of drawing specified shall be provided and rate quoted shall be deemed to be inclusive of same.
(c) One set of Auto CAD drawings alongwith scanned copy of all final drawings in PDF format in 02 nos CD's shall be provided.
(d) 3D-Rendered image/ view shall be submitted to E-6 section
The Arch drawing shall be submitted as per following scale;
(i) Architectural Workings drawings like all the Floor plans, Elevations and Sections are to be in 1:100 scale.
(ii) Toilet, Kitchen and Stair details shall be in 1:25 Scale.
(iii) Other necessary details shall be in convenient Scale.
(iv) Site plan prepared be at 1:1000 or suitable scale. | 1 | JOB | 12,82,000 ₹12,82,000 | 8,95,000 ₹8,95,000 Lowest | 10,50,000 ₹10,50,000 |
| 1.01(B) Soil Investigation: (a) Making necessary for arrangement mobilisation & demobilisation of equipments, tool & plants, personnel etc required for Soil investigation and removal after satisfactory completion of work in land & slushy area. (b) Shifting entire arrangement from one bore to another bore hole location and setting boring/ drilling rig as required 07 Nos bore holes) (c) Boring 150mm dia in any type of soil/ SDR strata upto 25m or upto depth where N>50 whichever is earlier below the ground level by using rotary drill method in terms of IS:1892 for 07 Nos bores. (d) Boring through rock (where N>50) below the ground level by using rotary drill method in terms of IS:1892 for 07 Nos bores. (Min depth of boring 5.0m) (e) Collection of undisturbed soil sample (UDS) at 3.0m intervals or at any change of strata in 100mm bore thin walled tube including waxing, sealing, packing and transporting to the lab (07 Nos bore holes) (f) Carrying out penetration test (SPT) including collection of disturbed soil samples in bore holes at every 1.50m or any change of strata and submit the report with all requisite data (07 Nos bore holes) (g) Collecting water samples from bore holes and testing. (h) The report shall include following details: (i) Atherberg’s limit (ii) Natural moisture contents (iii) Wet and dry density (iv) Soil/ particle size using sieve hydrometer analysis (v) Direct Shear test (vi) Shrinkage limit (vii) Consolidation test (viii)Crushing strength of rock sample, degree of weathering (CR value) & ROD of rock samples (ix) Chemical analysis of soil sample (x) Salinity test | ||||||
| 1.02(xi) Grain size analysis, identification & classification of soil (xii) Liquid limit, Plastic limit, shrinkage limit & Plasticity index (xiii) Specific gravity test (xiv) Depth of water table below ground level (xv) Photographic records of Geo-Exploration as well as test report (IV) Consultant shall submit 03 copies of soil investigation report duly vetted on a site plan showing test points duly marked on plan and distances from adjacent prominent reference point, sub soil profile bore log data as per IS 1892-1979, Level of water table, N-values depth wise, results of field investigation, laboratory test results, calculation of safe bearing capacity, comprehensive recommendations regarding type of foundation for building. (C) Preparation and submission of detailed Structural design and comprehensive structural drawings of the buildings/ Structures given in Appendix-A. The structural drawings shall contain following details: (i) Foundation details rafts/ footings/ piles, pedestal with reinforcement details (ii) Column details with steel reinforcement (III) Grade/ Plinth beams alongwith reinforcement details (iv) Staircase, lift well, Tie beams, lintels, chajja...etc with reinforcement details (v) Floor beams and floor slab with reinforcement details (vi) Roof/ Mumty floor/ over head water tank with reinforcement details (vii) Any other details as per Arch drawings | ||||||
| 1.03NOTE: (a) The drawings shall be prepared based on structural analysis and sound Engineering practice as per IS 875, IS 456-2000, IS 1893-2016, IS 13920 and other relevant/ applicable code as on date. (b) The structural design/ drawings shall be got vetted from any IIT/ NIT/ Govt Engineering college and submitted to this HQ in 10 (Ten) set of hard copy and one set in soft copy and one set on Tracing sheet (c) Consultancy agency shall also provide required assistance, clarifications, amendment during execution of work or as and when required by this HQ/ GE (I) CG Kochi (d) The drawings shall be designed in STAAD Pro model/ ETABS. (e) Consultancy agency shall also follow and consider the E-in-C's latest standing orders and policies along with other codes while planing and designing the project. (D) Preparation and submission of detailed estimate, abstract, Yardstick and Market analysis for all buildings/ structures as given in Appendix-A based on MES SSR 2020 | ||||||
Tender Value
₹7.5 L
Closing Date
14 Oct 2025, 6:00 pmClosed
CHIEF ENGINEER CG GOA
CHIEF ENGINEER CG GOA CHICOLNA GOA 403806
CONSULTANCY FOR PREPARATION OF ARCHITECTURAL, STRUCTURAL DESIGN DRAWINGS INCLUDING SOIL INVESTIGATION AND ESTIMATION, MARKET ANALYSIS OF BUILDINGS/ STRUCTURES FOR PROVISION OF OTM ACCOMODATION AND SWIMMING POOL AT MAP LAND AT NEDUMBASSERY CGAE KOCHI
2025_MES_729115_2
84027/E8
Limited
Civil Works
Item Rate
120 days
KOCHI
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
Yes
Exempted
18 Dec 2025
30 Sept 2025
20 Oct 2025
30 Sept 2025
14 Oct 2025
7 Oct 2025
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 .