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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC ACCEPTED BEING LOWEST BIDDER |
| 2 | L2₹1.5 Cr+₹7.0 L (4.94%)Rejected-Finance FLAT NO 107 C WING SKYWAYS SERENO LOHEGAON PUNE 411 047 | PUNE | PUNE | MAHARASHTRA | 411047 | ₹1.5 Cr+₹7.0 L (4.94%) | L2 | Rejected-Finance REJECTED BEING NOT LOWEST BIDDER |
| 3 | L3₹1.7 Cr+₹28.3 L (19.9%)Rejected-Finance C7 TARA AAYI RESIDENCY BT KAWADE ROAD GHORPADI PUNE 411001 | PUNE | MAHARASHTRA | 411001 | ₹1.7 Cr+₹28.3 L (19.9%) | L3 | Rejected-Finance REJECTED BEING NOT LOWEST BIDDER |
| 4 | L4₹1.9 Cr+₹48.4 L (34.0%)Rejected-Finance FLAT NO 601 TOWER NO 30 SECTOR NO 21 AMANORA PARK TOWN HADAPSAR PUNE 411028 | PUNE | MAHARASHTRA | 411028 | ₹1.9 Cr+₹48.4 L (34.0%) | L4 | Rejected-Finance REJECTED BEING NOT LOWEST BIDDER |
| 5 | L5₹2.2 Cr+₹79.3 L (55.8%)Rejected-Finance NO 98 1 1C YOJANANAGAR LOHEGAON WAGOLI ROAD NEAR SIVBHA DARBAR HOTEL LOHEGAON PUNE 411047 | PUNE | PUNE | MAHARASHTRA | 411047 | ₹2.2 Cr+₹79.3 L (55.8%) | L5 | Rejected-Finance REJECTED BEING NOT LOWEST BIDDER |
Tender Value
₹1.8 Cr
EMD Value
₹2.6 L
Closing Date
21 Nov 2024, 6:00 pmClosed
CWE Khadki Pune
Headquarters CWE Khadki, Military Engineer Services, Range Hills Road, Khadki, Pune-411003
PROVISION OF SOLID WASTE MANAGEMENT PROJECT 4TPD UNDER GE CENTRAL KHADKI
2024_MES_673102_2
CWE/KKE/TOKEN-15 OF 2024-25
Open Tender
Civil Works
Lump-sum
365 days
CWE Khadki Pune
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹1,000
GE CENTRAL KHADKI
₹2.6 L
Yes
20 Jan 2025
19 Oct 2024
23 Nov 2024
19 Oct 2024
21 Nov 2024
4 Nov 2024
19 Oct 2024 - 31 Oct 2024
Amount
NOTE: Schedule ‘A’ Part I is unpriced to be quoted by contractor and Part II to IX are Prepriced by MES. Bidders shall insert their lumpsum amount in the Green coloured field under Col-13 only.
Construction of Solid Waste Processing Bldg of size 23m X 23m X 6m" complete all as shown in drawings and all as specified.
Total amount of Sch 'A' Part-II (INTERNAL WATER SUPPLY)
Total amount of Sch 'A' Part-III (INTERNAL ELECTRIFCATION))
Total amount of Sch 'A' Part-IV (INTERLOCKING TILE ROAD/PATH)
Total amount of Sch 'A' Part-V (AREA DRAINAGE)
Total amount of Sch 'A' Part-VI ( STEEL GATE)
Total amount of Sch 'A' Part-VII (CHAIN LINK FENCING)
Total amount of Sch 'A' Part-VIII (RETAINING WALL )
Total amount of Sch 'A' Part-IX (SITE CLEARANCE, EXCAVATION EARTHWORK)
SCHEDULE 'A' PART-X (Miscellaneous) NOTE: Schedule ‘A’ Part II to IX items which are not Prepriced by MES are given in Sch 'A' Part-X, Bidders shall insert their rate in Column-6 only and the Estimated rate indicated as "0.0" are for that purpose.
S&F LED Highbay light, 80 watt , 230V complete with all aecessories fixing arrangement on Angle Iron, truss/ cross arm etc with MS clamp and hook. including connecting up to ceiling rose with 1.5 sqmm three core copper flexible conductor cable and all as specified and directed
SCHEDULE 'A' PART-XI (Soil Investigation and Design and consultation ( PHASE I)
Mobilation of mechanical drilling equipment and entire arrangemnet from one bore to another hole location and setting of boring/holing as reqd/directed by Engr-in-charge
(a) Boring 150 mm dia bores holes 06 mtrs depth through any type strart (b) Collection of undistrubed soil samples of 3 Mtrs interval or at any change of strain in 100 mm bore thin walled tube incl waxing selling,packing and transporting to the web (c) Carrying out standared penetration test incl collecting of distributed soil samples in bore holes at every 1.5 M depth or any change of strata and submit the report with all requisite data (d) Conducting necessary test as per relevent IS Codes/NBC 2005/SP 36 on all collected samples which incl the determination of (i) Atterbergs limits (ii) Natural Moisture Content (iii) Wet and dry density (iv) Soil partical size distribution using sieve /hydrometer analysis (v) Tri axial shear test C & C determination (vi) Shrinkage test
(vii) Consolidation test (viii) Specific gravity test for sand rock (ix) crushing str of rock samples (x) permability test (xi) chemical analysis of ground water samples (xii) free soil index (xiii) Chemical analysis (xiv) Bearing capacity calculations (xv) Recommendation (e) maintating photographic record(min three photographs per hole) (f) submission of report of soil investigation in pentuplicate alongwith photographic record duly annotated
Trial Pit of size 1.2m X 1.2m X 3mdepth and submitting physical properties
Designing and consultation of PEB structure, RCC structure, truss etc for "Solid Waste Processing Bldg of size 23m X 23m X 6m" complete all as shown on drg on archetectural drawing submitted / uploaded by department and all as specified.
Mukund Engineers and Contractors (BID ID -3157597)
Eyrie Construction Company (BID ID -3164591)
UNIQUE ENGINEERS (BID ID -3165604)
S.R.M.K Enterprises (BID ID -3165426)
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