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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.0 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹6.7 L+₹78,875 (13.2%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹6.8 L+₹82,592 (13.9%)Rejected-AOC MOOTHASSERIL HOUSE KALLARKUTTY P O IDUKKI 685562 | KALLARKUTTY | IDUKKI | KERALA | 685562 | 3 | Rejected-AOC L3 | |
| 4 | 4₹7.0 L+₹1.1 L (18.1%)Rejected-AOC | 4 | Rejected-AOC L4 | |
| 5 | 5₹7.8 L+₹1.9 L (31.5%)Rejected-AOC | 5 | Rejected-AOC L5 |
Tender Value
₹7.9 L
EMD Value
₹10,000
Closing Date
29 Nov 2021, 5:00 pmClosed
CEO
MYTHRI BHAVAN CSEZ PO KAKKANAD
Kamakshy in Idukki
2021_VFPCK_454515_1
VFPCK/ENGG/JACKFRUIT/IDK
Open Tender
Civil Works - Buildings
Item Rate
150 days
Kamakshy
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,400
Yes
₹10,000
Yes
16 Dec 2021
18 Nov 2021
1 Dec 2021
18 Nov 2021
29 Nov 2021
18 Nov 2021
Amount
DSR.2.32. Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
DSR.2.6.1. Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil
DSR.7.1.1. 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 20mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand).
OD.PWD.5. Filling with contractor's own 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 as per direction of site Engineer-in-charge.
DSR 5.1.3. 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 : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
OB.PWD.22. Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for Super structure above plinth level up to floor five level for 10 cm thick wall in: CM 1:6 (1 cement : 6 coarse sand) including cost of scaffolding etc complete
DSR.5.9.5. Centering and shuttering including strutting, propping etc. and removal of form for all heights: Lintels, beams, plinth beams, girders, bressumers and cantilevers.
DSR.5.3. 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).
DSR 5.22A.6. Reinforcement for RCC work bent tied and placed in position using torsteel including cost and conveyance of all materials labour charges etc. completeThermo-Mechanically Treated bars of grade Fe-500 D or more.
DSR 13.1.1. Plastering with cement mortar 1:4, 12mm thick one coat floated hard and trowelled smooth including cost and conveyance of all materials, labour charges etc. complete for walls.
OB.PWD.91. Steel work in built up G I tubular ( 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
DSR.12.5. 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 gm 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 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) 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.
DSR.9.48.1. Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding.
DSR 4.1.8.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) : 8 graded stone aggregate 40 mm nominal size).
DSR.11.41.2. Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
DSR.13.43.1. Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer.
DSR.13.44.1. Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm).
DSR.21.1.1.2. Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : Powder coated aluminium (minimum thickness of powder coating 50 micron)
DSR.21.3.1. Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness
DSR.21.15.1. Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. Anodized (AC 15) aluminium
DSR.21.1.2.3. For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)
MOHAMMED ANSAR H
Linto Manuel
SHAJI MATHEW
K A MUJEEB RAHMAN
KURIAKOSE PAUL
creative construction Group
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