Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | L1 | Accepted-AOC Contract Awarded | |
| 2 | L2₹11.5 L+₹3.0 L (35.8%)Rejected-AOC | L2 | Rejected-AOC Not Awarded | |
| 3 | L3₹11.6 L+₹3.1 L (36.6%)Rejected-AOC FLAT CHAMBER NO 203 SECOND FLOOR PARMANAND COMPLEX 260 BAJAJ NAGAR NAGPUR NAGPUR MAHARASHTRA 440010 | NAGPUR | MAHARASHTRA | 440010 | L3 | Rejected-AOC Not Awarded | |
| 4 | L4₹12.6 L+₹4.1 L (48.6%)Rejected-AOC | L4 | Rejected-AOC Not Awarded | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹38,772
Closing Date
16 May 2024, 3:00 pmClosed
The Executive Director AIIMS Nagpur
AIIMS, Nagpur
Provision of Shed for General Waste, Construction of compost pits at AIIMS Nagpur
2024_AIMNP_804944_1
16/AIIMS/NAG/ENGG/2024-25
Open Tender
Civil Works
Works
90 days
AIIMS Nagpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹38,772
Yes
4 Sept 2024
25 Apr 2024
17 May 2024
25 Apr 2024
16 May 2024
26 Apr 2024
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All Kinds of Soil
Supplying and stacking at site and also filling/spreading available excavated earth (Stacked Moorum) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Hard Moorum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo Mechanically Treated bars of grade Fe-500D or more. Thermo mechanically treated bar FE-500
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
Structural steel work riveted bolted welded in built up (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
Providing 12 mm cement plaster of mix : (1:6) (1 cement: 6 sand)
Demolishing brick work/concrete work manually or by mechanical means including stacking of serviceable material and disposal of unserviceable material within 1 km lead as per direction of Engineer-in-charge.
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping Screws as specified
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers or welding as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work over an under coat of suitable shades with ordinary paint of approved brand
Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc
Credit Item: Dismantaling steel work manually/by mechnical means in builtup sections & wire mesh fencing including base of RCC/CC foundation foundation & credit to chain link fabric fencing item(it also includes removal of any debris/concrete demolition and clearance of site by removing waste material to lead upto 1 km)
MICHAEL ENGINEERING WORKS
K - LINQ HOSMED (OPC) PRIVATE LIMITED
northeast construction
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .