Local Self Government Department Tender
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Costs
EMD
₹ 8,462Document Cost
₹ 750Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_LSGD_644700_1Bid Award Id
ViewTender No
12/AE/ET/2023-24Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
14.66.2:Finish walls with Acryllic Smooth exterior paint of required shade:Old work (One or more coat applied @ 0.90 ltr/10 sqm)
264.81
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14.5.1:Renewing glass panes, with putty and nails wherever necessary including racking out the old putty :Float glass panes of thickness 4 mm
0.43
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-
15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below
2
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15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
23.57
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-
15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
0.76
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-
11.41.1: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 20 mm 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 500x500 mm.
57.57
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OD118854/2023-2024:Roofing with G I hard colour powder coated traffod sheets 0.35 mm thick or nearest available thickness with overlap of 150 mm at ends and GI hooks or crank CI bolts and nuts including plain washers and bitumen washers etc: complete
31.15
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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
186.9
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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
2.25
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-
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.
2.25
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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)
1.22
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-
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)
1.2
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50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
3.62
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50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm 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
4.68
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5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 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).
0.27
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5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
2.7
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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
16.2
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2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
5.9
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13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
36.43
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16.89:Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi models location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
4.2
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2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
12.25
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51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
1.23
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16.68: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 coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
12.25
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OD119323/2023-2024:Supplying and fixing Pressed Steel Windows and Ventilators of standard pattern with frames (with steel shutter) as per profile of sections 105*60 mm, glazed panel shutter frame of size 50*20mm, special aluminium channel reaper for holding glass panel , 12mm dia. MS rod, 32*5 mm MS flat for window grating with 75 mm Stainless steel hinges, 50 mm Stainless steel hook and eye , 125 mm Stainless steel stay and handle for windows with section 105*60 mm using 18G (1.2mm thick CRCA) steel shutters made of sections 50x20 mm for outer styles and horizontal members, and then inserted with enclosed and stiffened sheet 26CR with zinc chromate primer including all charges such as conveyance ,fixing etc completely (glazing with glass panel for window shutter shall be paid separately)
2.03
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OD119324/2023-2024:Supplying and fixing pressed steel door of standard pattern with frames as per pofile of IS 4351 of section 105x60mm using 18g (1.20mm thick CRCA) sheet and shutters made in section 75x30cm of outer styles and horizontal members and then inserted with enclosed and stiffened sheet 26 CR as per the specification with Zincromate primer including all charges of fittings ,fixtures such as stainless steel aldrop , stainless steel tower bolt ,stainless steel handle , conveyance etc complete
3.78
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OD119322/2023-2024:Providing and fixing glazing in steel door ,window ventilator shutters and partitons etc as per the architectural drawings and the directions of engineer in charge with float panes of 4 mm thickness
2.03
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OD252233/2023-2024:Engaging blacksmith
3
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