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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹25 L+₹11.3 L (82.8%)Rejected-Finance 86 HARIDAS DUTTA ROAD JAYNAGAR DIST SOUTH 24 PARGANAS PIN 743337 | 24 PARAGANAS SOUTH | WEST BENGAL | 743337 | L2 | Rejected-Finance Bid is not L1 | |
| 3 | L3₹1.1 Cr+₹99.0 L (724.1%)Rejected-Finance 9 CHITTA RANJAN AVENUE 5TH FLOOR KOL 700072 | KOL | KOLKATA | WEST BENGAL | 700072 | L3 | Rejected-Finance Bid is not L1 |
Tender Value
Refer Docs
Closing Date
14 Aug 2023, 3:00 pmClosed
SE_NHC
Superintending Engineer, Northern Highway Circle, P.W.(Roads)Directorate, Singatala, Malda, Pin- 732101.
Geotechnical Sub Soil Investigation and Topographical Survey by Total Station machine for all wings of Public Works Department (Building and Road works) in the District of Darjeeling and Kalimpong during the year 2023-2024.
2023_SH_550028_1
WBPW(ROADS)/SE/ NHC /NIQ-01 /2023-2024
Open Tender
CIVIL WORKS
Item Rate
365 days
Darjeeling Kalimpong
Please refer Tender documents.
4 documents required · 4 mandatory
Exempted
Office of the Superintending Engineer, NHC
24 Aug 2023
22 Jul 2023
16 Aug 2023
31 Jul 2023
14 Aug 2023
1 Aug 2023
4 Aug 2023
Amount
SOIL BORING _______________________________________ Sub soil investigation in any type of soil including mobilization, boring, relevant field and laboratory testing (as per relevant IS codes of practice and as per direction of Engineer-in-charge) with submision of reports in 6 copies including CD of Still Photographs & Video of each site etc. all complete containing the recommendation for foundation. (both shallow and deep foundation)
FOR BUILDING WORKS________________________________ The following tests to be conducted: i) Grain size analysis (Sieve and Hydrometer) ii) Atterberg Limits (LL, PL) iii) Dry Bulk Density iv) Moisture Content v) Specific Gravity vi) Triaxial Test/ Direct Shear Test vii) Unconfined Compression Test viii) Consolidation Test
FOR ROAD WORKS___________________________________ The following tests to be conducted: i) Grain size analysis (Sieve and Hydrometer) ii) Atterberg Limits (LL, PL) iii) Field density along with Proctor density iv) Soak CBR/ Field CBR v) Swelling Index
FOR ROCK DRILLING__________________________________ The following tests to be conducted: i) Uniaxial Compressive Strength ii) Density iii) Specific Gravity iv) Moisture Content
Tropographical Survey & levelling using ATS Machine including plotting of the existing features in the area to ve surveyed following latest relevant IS codes of practice and submission of drawings in 6 nos. hard copies and one soft copy, including indentification of utility services and maintaining the accuracy level as per IS codes along with CD of Still Photographs & Video of each site.
M/S G. Mitra And Associates
city engineering testing laboratory
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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