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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | L1 | Accepted-AOC Due to lowest bidder. | |
| 2 | L2₹4.3 L+₹18,991.39 (4.67%)Rejected-Finance | L2 | Rejected-Finance Due to L2 bidder. | |
| 3 | L3₹4.4 L+₹31,591.57 (7.77%)Rejected-Finance | L3 | Rejected-Finance Due to L3 bidder. | |
| 4 | Rejected-Technical | - | Rejected-Technical Technically disqualified. |
Tender Value
Refer Docs
Closing Date
25 Feb 2022, 3:00 pmClosed
Director MGIFRI
Mentioned in tender document.
Construction of Generator sheds (02 Nos.)
2022_DARE_672174_1
MGIFRI/P and S-19(xi)/2021-22/Work
Open Tender
Miscellaneous Works
Works
30 days
MGIFRI
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
Exempted
8 Mar 2022
5 Feb 2022
26 Feb 2022
5 Feb 2022
25 Feb 2022
5 Feb 2022
Amount
Sub Heading 1
Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :400 mm dia piles
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
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 and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer
Goods and Service Tax
Subhash Prasad
Jitu Kumar
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
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