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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹8.6 L+₹2.4 L (38.2%)Rejected-Finance | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹10.7 L+₹4.5 L (72.9%)Rejected-Finance B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | L3 | Rejected-Finance NOT LOWEST | |
| 4 | Rejected-Technical 2 3 AMIT VIJAY APT CHSL KASTURBA CROSS ROAD NEAR BHANU PARK KANDIVALI WEST MUMBAI 400 067 | MUMBAI | MUMBAI | MAHARASHTRA | 400067 | - | Rejected-Technical NOT RECOMMENDED FOR OPENING OF BID DUE TO ADVERSE REMARKS IN ENC BR WLR QE JUN 2023 | |
| 5 | Rejected-Technical PLOT NO 391 INDUSTRIAL AREA PHASE 1 PANCHKULA PANCHKULA HARYANA 134113 | PANCHKULA | HARYANA | 134113 | - | Rejected-Technical NO TENDER FEE AND EMD DEPOSITED, NO POLICE VERIFICATION |
Tender Value
₹9.7 L
EMD Value
₹19,500
Closing Date
12 Sept 2023, 6:00 pmClosed
CWE DEOLALI
HQ CWE DEOLALI, ONSLOW ROAD, DEOLALI (MH)
AS PER TENDER DOCUMENTS
2023_MES_613924_1
88570/E8
Open Tender
Civil Works
Item Rate
60 days
AHMEDNAGAR
AS PER NIT
7 documents required · 7 mandatory
₹500
Yes
GE NORTH AHMEDNAGAR
₹19,500
Yes
9 Nov 2023
16 Aug 2023
14 Sept 2023
16 Aug 2023
12 Sept 2023
30 Aug 2023
17 Aug 2023 - 23 Aug 2023
Amount
M&L carrying out non-destructive test for assesment of structural stabilty of buildings bu coducting following tests on structural members of each building viz. plinth beam, columns, lintel beams, roof beams, slabs etc and evaluting structural stability of buildings. (a) Rebound hammer test in accordance with IS:13311 Part-2 1992 by portable rebound hammer equipment at strategic locations. (b) Ultrasonic pulse velocity test for RCC structure in accordance with IS:13311 Part-I 1992 by portable ultrasonic non destructurctive digital test equipment including chipping out plaster at strategic locations. (c) Half cell potential test for RCC structure in accordance with ASTM C876 half cell potential to assess the probability of corrossion of reinforcement at strategic locations. (d) Carbonation test for RCC structure in accordance with BS 1881-201-1986 clause 2.22 corbonation test to measure extent of carbonation from the concrete surface at strategic locations. (e)Core test :- Core cutting and compression test for RCC structure in accordance with IS:516 on RCC structure in accordance with IS:516 on RCC members 70mm core cutting in reinforcement concrete, core filling by speialized epoxy material/micro concrete with bond coat at strategic locations
Provide visual insepection and photography performing a visual survey of the building and recording/maping on drawing to assess extent of spelled concrete, cracked concrete, honey combine, reinforcement corrosion, delaminated concrete etc., taking photographs to collect evidence of damage to structure, Report comprising test results of each building , recommondation for stuctural repairs and technical specification, Preparing bill of quantities for the repair etc for each building., All as specified and directed.
Vetting of report from Government Engineering College/NIT/IIT with clear recomondation of whether the building is sage / unsafe / unsafe to habitat indicating building numbers .
AN-ICON Engineering Technologies and Infrastructure Developments Pvt. Ltd.
GEO DESIGNS AND RESEARCH PVT LTD
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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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