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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹14.9 L+₹2.3 L (18.6%)Rejected-AOC B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | L2 | Rejected-AOC NOT L1 | |
| 3 | Rejected-Technical ARA 4B VAISHNAVAM ADIYARA ROAD RAMAVARMAPURAM THRISSUR KERALA 680613 UDYAM KL 13 0047382 32AAZCA3161G1ZM R 24AAZCA3161G1ZJ S MSME STATUS AS VERIFIED | THRISSUR | KERALA | 680613 | - | Rejected-Technical Adequate documents required for unenlisted bidder not uploaded | |
| 4 | Rejected-Technical 06 07 2023 3 CORRIGENDUM AMENDMENT NO 01 DATED 04 07 2023 4 CORRIGENDUM AMENDMENT NO 02 DATED 07 08 2023 SE FINANCIAL BID OPENED ON 07 08 2023 SIR WE ARE PLEASED TO INFORM YOU THAT YOUR OFFER FOR THE WORK IN SUBJECT MATTER HAS BEEN ACCEPTED AS PER TERMS CONDITIONS OF THE TENDER DOCUMENTS REFERRED ABOVE THE BROAD TERMS AND CONDITIONS ARE AS DETAIIEC BELOW CONSULTANCY FEE 0 54 ZERO POINT FIVE FOUR PERCENT OF PROJECT COST INCLUSIVE OF ALL TAXES PROJECT COST SHALL BE LOWEST OF THE FOLLOWING 4 THE ACTUAL COST OF THE PROJECT ON COMPLETION OR 2 DPR PRELIMINARY COST APPROVED BY NBCC CLIENT OR 3 ESTIMATED COST OF THE PROJECT PUT TO TENDER II COMPLETION PERIOD 18 MONTHS III DEFECT LIABILITY PERIOD 12 MONTHS IV PERFORMANCE 2 OF THE VALUE OF TOTAL CONSULTANCY FEES OF CONSULTANT TO GUARANTEE BE SUBMITTED IN THE FORM OF BG WITHIN 45 DAYS FROM THE | - | Rejected-Technical Adequate documents required for unenlisted bidder not uploaded |
| Sl No | Description | Qty | Unit | GEO DESIGNS AND RESEARCH PVT LTD L2 | M/S HIERARCHY STRUCTURES L1 |
|---|---|---|---|---|---|
| 1.00 | Providing comprehensive Design and Consultancy Services for Multistoried store house complex at MO Karwar of size 60X40X13m with all essential facilities mentioned in tentative drawings, including preparation of all architectural, structural and services drawings, detailed estimates, and GRIHA compliance documentation, complete in all respects. The building shall be well planned, designed and details as per latest norms, energy efficient, ensuring functionality, safety, economy and modern aesthetics all as per the directions of AGE/GE/CWE/Director E6 of CENM complete all as specified and as directed. | 1 | Each Job | 14,94,000 ₹14,94,000 | 12,60,000 ₹12,60,000 Lowest |
| 1.01PHASE-I | |||||
| 1.02SURVEY- Carrying out topography survey work for site & surroundings using total station machine including collection of all important details on the field. All topographic details like Sewage line network, invert level of each MH, marking defective line/MH, roads (kachha/pucca), nalla, tanks, wells, houses, drain, railway, high tension line, electric poles, telephone poles, gas/water pipe line poles (Visible on ground), field bunds etc. shall be collected. Spot levels shall be collected in 3X3m grid interval or near where undulation found. The consultant shall prepare detailed level sheet and contour plan of the site and adjoining surroundings with all existing and proposed levels duly indicated. Proposed building footprint to be superimposed on the survey showing proposed PL, FFL, nearest RL, drain levels, spot levels and boundary levels required for design & execution. | |||||
| 1.03SOIL INVESTIGATION- Conducting Soil Investigation (bore hole -5 Nos) as per IS: 1892- 2021 by manually/hydraulic/calax rotary drilling of 100-150mm diameter with casing pipe/bentonite slurry if required, for supporting inner collapsible stratum below water table with pot holes/helical auger in all sorts of soil up to depth of 20 Mtr or up to the hard rock level (except soft soil/boulder/soft to hard rock) or up to the depth of refusal (N>50). Conducting standard penetration test (SPT) at regular interval & submit the SBC report. Submission of proper analytical & graphical report with detail calculation & design of soil bearing capacity, soil bearing pressure. The recommendation on foundation type and design in accordance as per codal provision. The report will be reviewed and vetted by IIT/NIT/Govt Engg College experts prior to final submission. | |||||
| 1.05SCOPE OF CONSULTANCY SERVICES | |||||
| 1.06A. Preliminary stage | |||||
| 1.071. Site visit and assessment | |||||
| 1.082. Collection of client requirements | |||||
| 1.093. Preparation of conceptual layouts & planning options | |||||
| 1.104. Approval of concept design | |||||
Tender Value
₹15.0 L
EMD Value
₹30,000
Closing Date
20 Jun 2026, 6:00 pmClosed
COL SAIKAT DE CWE NAVY VASCO
CWE NAVY VASCO VASCO DA GAMA GOA 403802
CONSULTANCY SERVICES, COMPREHENSIVE DESIGN AND PROJECT MANAGEMENT UPTO COMPLETION OF ENTIRE PROJECT FOR PROVN OF MULTISTORIED STOREHOUSE COMPLEX AT MO KARWAR
2026_MES_768636_1
86081
Open Tender
Coal Works
Item Rate
KARWAR
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
Yes
GE(SB) KARWAR
₹30,000
Yes
24 Jul 2026
29 May 2026
22 Jun 2026
29 May 2026
20 Jun 2026
13 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing comprehensive Design and Consultancy Services for Multistoried store house complex at MO Karwar of size 60X40X13m with all essential facilities mentioned in tentative drawings, including preparation of all architectural, structural and services drawings, detailed estimates, and GRIHA compliance documentation, complete in all respects. The building shall be well planned, designed and details as per latest norms, energy efficient, ensuring functionality, safety, economy and modern aesthetics all as per the directions of AGE/GE/CWE/Director E6 of CENM complete all as specified and as directed. | 1 | Each Job | 53 | ₹53 |
| 1.01 | PHASE-I | - | - | - | - |
| 1.02 | SURVEY-
Carrying out topography survey work for site & surroundings using total station machine including collection of all important details on the field. All topographic details like Sewage line network, invert level of each MH, marking defective line/MH, roads (kachha/pucca), nalla, tanks, wells, houses, drain, railway, high tension line, electric poles, telephone poles, gas/water pipe line poles (Visible on ground), field bunds etc. shall be collected. Spot levels shall be collected in 3X3m grid interval or near where undulation found. The consultant shall prepare detailed level sheet and contour plan of the site and adjoining surroundings with all existing and proposed levels duly indicated. Proposed leveling footprint to be superimposed on the survey showing proposed PL, FFL, nearest RL, drain levels, spot levels and boundary levels required for design & execution. | - | - | - | - |
| 1.03 | SOIL INVESTIGATION-
Conducting Soil Investigation (bore hole) as per IS: 1892- 2021 by manually/hydraulic/calax rotary drilling of 100-150mm diameter with casing pipe/bentonite slurry if required, for supporting inner collapsible stratum below water table with pot holes/helical auger in all sorts of soil up to depth of 20 Mtr or up to the hard rock level (except soft soil/boulder/soft to hard rock) or up to the depth of refusal (N>50). Conducting standard penetration test (SPT) at regular interval & submit the SBC report. Submission of proper analytical & graphical report with detail calculation & design of soil bearing capacity, soil bearing pressure. The recommendation on foundation type and design in accordance as per codal provision. The report will be reviewed and vetted by IIT/NIT/Govt Engg College experts prior to final submission. | - | - | - | - |
| 1.05 | SCOPE OF CONSULTANCY SERVICES | - | - | - | - |
| 1.06 | A. Preliminary stage | - | - | - | - |
| 1.07 | 1. Site visit and assessment | - | - | - | - |
| 1.08 | 2. Collection of client requirements | - | - | - | - |
| 1.09 | 3. Preparation of conceptual layouts & planning options | - | - | - | - |
| 1.1 | 4. Approval of concept design | - | - | - | - |
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