Local Self Government Department Tender
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Costs
EMD
₹ 13,280Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Plastic Material Recovery Facility Centre Infrastructure Development
Description
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Contact
Tender Id
2019_LSGD_306973_1Bid Award Id
ViewTender No
PGP/19/19-20Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
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)
0.9
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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
2.267
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-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
3.2
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-
5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
0.539
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-
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
3.08
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-
5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
201.48
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-
50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas 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.
49.751
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-
50.2.25.1 : 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
15.363
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-
16.78.2 : 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-II (size range 53 mm to 0.075 mm ) having CBRValue-25
15.752
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-
od261363/2019_2020 : Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6mm broken stone, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
157.5
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-
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)
0.721
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-
od261210/2019_2020 : Random rubble masonry in cement mortar 1:6 for foundation and basemen including all cost of materials, labour charges etc
8.19
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-
od261609/2019_2020 : Laterate masonry with departmental laterate stone of size35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour<br>charges etc.
5.243
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-
od261367/2019_2020 : Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
4.726
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-
50.10.2 : Steel work for purlin/single section with G I pipes 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
594.197
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-
od262422/2019_2020 : Providing trafford Alu Zinc sheet roofing including vertical/curved surface fixedwith<br>polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen andG.I. limpet washers or with G.I.<br>limpet washers filled with white lead and includinga coat of approved steel primer and two coats of approved<br>paint on overlapping ofsheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding<br>the cost of purlins, rafters and trusses and including cutting to size and shapewherever required. 0.40mm<br>thick Alu Zinc sheet corrugated<br>
154.972
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-
od264680/2019_2020 : Providing and fixing 150 mm split pipe over flat iron brackets 20 x 5 mm size
12
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50.10.1 : 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
52.256
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-
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
51.083
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-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
15.405
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-
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
15.405
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-
13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
15.405
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