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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹2.6 L+₹4,200 (1.66%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST | |
| 3 | L3₹3.0 L+₹48,630 (19.2%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN LOWEST | |
| 4 | Rejected-Technical B 76 SECTOR 64 NOIDA GAUTAM BUDDHA NAGAR UTTAR PRADESH 201301 RATNESH RAI B 76 SECTOR 64 NOIDA 201301 NOIDA NOIDA UTTAR PRADESH 201301 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | - | Rejected-Technical Hard copy of EMD not recd | |
| 5 | Rejected-Technical PLOT NO 15 STRUCTWEL PLOT NO 15 SECTOR 24 OFF SION PANVEL HIGHWAY TURBHE TURBHE NAVI MUMBAI 400 705 THANE MAHARASHTRA 400705 | THANE | MAHARASHTRA | 400705 | - | Rejected-Technical Hard copy of EMD not recd |
Tender Value
₹3.1 L
EMD Value
₹6,200
Closing Date
12 Feb 2022, 6:00 pmClosed
GE PULGAON
GE PULGAON
QUOTATION FOR SOIL INVESTIGATION OF WORK CONSTR OF KENDRIYA VIDAYALYA AT CAD PULGAON
2022_MES_501956_1
3502/A/08/E3
Open Tender
Job Works
Works
60 days
GE PULGAON
AS PER TENDER DOCUMENTS
5 documents required · 5 mandatory
₹0
₹6,200
Yes
28 Jun 2022
17 Jan 2022
14 Feb 2022
17 Jan 2022
12 Feb 2022
31 Jan 2022
17 Jan 2022 - 29 Jan 2022
Amount
(a) Manual/ Mechanical SPT Equipment Mobilization including Sifting from Bore Hole to Bore hole. as per IS 2131(1981). (b) Boring/Pitting 100mm dia/Trail pit up to 6 Mtr required depth or fefusal, as per detailsbelow:- (i) Collection of Disturbed/undisturbed samples, their complete requisite laboratory analysis as per IS codes incld. (ii) Cohesion & angles for internal friction Atterbers limit. (iii) Wet and dry density. (iv) Seive analysis. (v) Undertaking standerd Penetration Tests as per IS-2131 Code. (vi) Submission of soil Investigation report in Pentuplate with photograph and videograph . (c) Calculation of per Running Meter:- (i) Main Bulding 05 Nos x 10 RM = 50 RM (ii) Guard Room 01 Nos x 06 RM = 06 RM Total = 56 RM
Trail Pit Size 1.2m x 1.2m 3.0 m depth 5.00 m away from BH and with photo graphs
Conduting plate load test, as per 1972t and IS :6403-1981$ including displacement measuring devices, loading device i.e hydraulic jack, necessary girders 300mm (2 Nos ) and plates for erecting platefrom. with Photo Graphs Excluding : Kentledge arrangement, loading/unloading of platform with kent ledge and all labour reqd for performing the test.
Mobilization & demobilization of testing equipment's from lab to site
Carrying out Digitalized land survey with total electronic station high precision making position of each physical features on the ground true to their position. (1) Counter interval (CI) = 3 mtr preparation of counter plan drawing at 3.00 Mtr CI size, recording , points of abrupt change in levels, recording levels at 03 Mtr grid interval, fixing temporary bench marks (TBM) and making them on ground calculation of area with standared surveying software programme. submission of 02 Nos of Colour drawings with soft copies in CDs. Note : All the work mentioned above shall be one Job only
Sankalp Civil Consultants
GEO SYSTEMS RESEARCH AND CONSULTANTS (I) PVT LTD
Bidder Name
M/S. BECQUEREL INDUSTRIES PVT. LTD.
GEO SYSTEMS RESEARCH AND CONSULTANTS (I) PVT LTD
Sankalp Civil Consultants
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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