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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.8 L+₹28,838.15 (5.23%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹5.9 L+₹39,520.15 (7.17%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹6.5 L+₹98,382.15 (17.8%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical NOT UPLOADED THE EXPERIENCE / COMPLETION CERTIFICATES EVEN AFTER GIVING SHORTFALL OF DOCUMENTS |
Tender Value
₹6 L
EMD Value
₹15,000
Closing Date
4 Aug 2022, 11:00 amClosed
Dairy Manager
Milma Malayora Dairy Sreekandapuram
Roofing sheet laying with necessary foundation and supporting structural works at boiler section, scrap tray storage area, condensate recovery tank area and canteen back side area, store front side area at Milma, Malayora Dairy
2022_KCMMF_499757_1
MDS/ENG/186/2022-23
Open Tender
Civil Works - Others
Piece-work
30 days
Milma Malayora Dairy Sreekandapuram
refer tender notice
5 documents required · 5 mandatory
₹1,200
Yes
₹15,000
Yes
22 Oct 2022
16 Jul 2022
5 Aug 2022
16 Jul 2022
4 Aug 2022
16 Jul 2022
16 Jul 2022 - 27 Jul 2022
Amount
Providing and fixing pre-coated 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 up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self-drilling/self-tapping screws of size (5.5x55mm) with EPDM seal, complete up to 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 pre-coated galvanised iron profile cladding sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 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 up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self-drilling/self-tapping screws of size (5.5x55mm) with EPDM seal, complete up to 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 & fixing Poly carbonate corrugated sheet 0.8 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12 M or as decided by the Engineer in charge. The sheets shall be fixed using self-drilling / self-tapping screw of size (5.5x55 mm) with EPDM seal complete up to any pitch in horizontal/ vertical/ curved surface, but excluding the cost of purlins, rafters, trusses, and including cutting to size shapes where ever required.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying two priming coats of approved steel primer with two coats of Enamel paint of approved make all complete.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :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 up to plinth level. Thermo - Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete
Earth work in surface excavation up to 1.5m in depth including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed: including back filling.
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement: 6 coarse sand).
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
Mithun Viswanath
TAG BUILDERS
G S Engineering Works
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