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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.1 LAccepted-AOC SUDHEESH T S HOUSE KILLIMANGALAM | 1 | Accepted-AOC agreement | |
| 2 | Rejected-Technical CHAKKALAKUNNAN H KURUMBALANGODE VILLAGE CHUNGATHARA MALAPPURAM DISTRICT | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
Refer Docs
EMD Value
₹22,350
Closing Date
1 Mar 2021, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD SECTION PANJAL
BUILDING
2021_LSGD_417651_3
04/ae/lsgd/pjl
Open Tender
Civil Works - Buildings
Item Rate
90 days
PANJAL
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,546
Yes
₹22,350
Yes
14 Sept 2021
22 Feb 2021
5 Mar 2021
22 Feb 2021
1 Mar 2021
22 Feb 2021
Amount
collection shed
10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
10.2 : 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.
od1060217/2020_2021 : Roofing with G.I hard colouur powder coated traffod sheets 0.35 mm thick or nearest availablethickness with overlaps of 150 mm at ends and GI hook or crank C.I. bolts and nuts including plainwashers and bitumen washers etc complete
2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
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 : 8 graded stone aggregate 40 nominal size)
5.1.2 : 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
60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
50.6.1.2 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
10.4 : Providing and fixing 1 mm thick M.S. sheet sliding- shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junction and corners, 25 mm dia pulley, 40x40x6 mm angle and T-iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer.
10.6.3 : Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x0.90 mm M.S. laths with 0.90 mm thick to cover
13.1.2 : 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
od1073779/2020_2021 : Supplying and fixing 150mm dia PVC half cut section with brackets at the end of sheet or tiled roof for rain water collection including all cost and materials, conveyance, labour charges etc. complete.<br>
4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
ABDUL KAREEM
U SANKUNNI
Bidder Name
ABDUL KAREEM
U SANKUNNI
SUDHEESH T S
stage.html
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finance_593048.pdf
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