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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹71.7 LAccepted-AOC 01 VILL PATA POST PATA PHAPHUND AURAIYA UTTAR PRADESH 206241 | AURAIYA | UTTAR PRADESH | 206241 | 1 | Accepted-AOC Lowest bidder | |
| 2 | 2₹71.8 L+₹15,284.56 (0.21%)Rejected-Finance OPP BANK OF BARODA LOKHAND BAZAR BHAVNAGAR GUJARAT 364002 INDIA | BHAVNAGAR | GUJARAT | 364002 | 2 | Rejected-Finance not lowest | |
| 3 | 3₹85.0 L+₹13.3 L (18.6%)Rejected-Finance | 3 | Rejected-Finance not lowest | |
| 4 | PRUTHVI CORPORATION Rejected-Technical | - | Rejected-Technical WORK EXPERIENCE CERTIFICATE NOT FOUND AS/NIT i.e. FOR SIMILAR NATURE. |
Tender Value
₹90.1 L
EMD Value
₹1.8 L
Closing Date
16 Jan 2020, 3:00 pmClosed
SE (Civil) and Head-IES, CSIR-CSMCRI Bhavnagar
Civil Engineering Section, CSIR-CSMCRI, G B Marg, Bhavnagar
Renovation including excavation, earthen bund and stone pitching for strengthening of sea/subsoil brine system at ESF of CSIR-CSMCRI, Kumbharwada, Bhavnagar.
2020_CSIR_39962_1
02/2019-20
Open Tender
Civil Works
Item Rate
90 days
Experimental Salt Farm, Kumbharwada
as per NIT
10 documents required · 10 mandatory
₹1,000
The Director CSIR-CSMCRI Bhavnagar
₹1.8 L
6 Feb 2020
10 Jan 2020
17 Jan 2020
10 Jan 2020
16 Jan 2020
10 Jan 2020
Amount
Earthwork in rough excavation by mechanical and manual means, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammer and rolling and watering of top most layer with power roller of minimum 8 tonne, also dressing of side slope of bund for required slope and disposal of excess soil lead up to 1km, lift up to 1.5m as directed by Engineer-in charge. All kind of soil.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) and maintain of slope and surface of pond including getting out and disposal of excavated earth lead up to 1 km and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil.
Banking of available excavated earth for bund of crystallizer by mechanical means in layer not exceeding 30cm in depth consolidation of each layer by ramming with steel or wooden rammer or 1/2 tonne roller and watering lead up to 50m lift up to 1.5m. As directed by Engineer-in charge. All kind of soil.
Dry stone pitching with 18 cm thick including supplying of hard stone at site and preparing surface complete and filling of gap with small stone as directed by Engineer-in-charge.
Bakul Construction Co
GAYTRI ENGGENRING CO
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