Local Self Government Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_LSGD_725678_41Bid Award Id
ViewTender No
PC4/16546/23Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
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OD35744/2023-2024:od644351/2020-21 Earth work excavation in under water or liquid mud (manually/ mechanically) including all charges
253.5
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OD35745/2023-2024:OD 616622/2020-2021: Conveying excess earth from the site 5km by mechanical transport and deposited in low laying areas
202.8
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16.70.1:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm
135
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10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel 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
328.5
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13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
95.4
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16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,
thickness & size/ shape, made by table vibratory method using PU mould, laid in
required colour & pattern over 50mm thick compacted bed of sand, compacting and
proper embedding/laying of inter locking paver blocks into the sand bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and
cutting of paver blocks as per required size and pattern, finishing and sweeping
extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
124
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16.91.1:Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,
thickness & size/ shape, made by table vibratory method using PU mould, laid in
required colour & pattern over 50mm thick compacted bed of sand, compacting and
proper embedding/laying of inter locking paver blocks into the sand bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and
cutting of paver blocks as per required size and pattern, finishing and sweeping
extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
240
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11.19.3:Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand):Dark shade pigment using ordinary cement
14.4
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OD352978/2024-2025:providing and Fixing of floating wetland Making the floating wetland Frame using 110mm PVC pipes .PVC fitting like equal tee,elbow,etc.and to be air tight.The frame to be covered with Hydroponic sheet.TheHydroponic sheet layer will protecct plants roots from direct sunlight,capture falling organic matter and prevent weed colonization.Lay the Hydroponic sheet on top of the frame and use sea rope to secure the recover tothe frame.locally nativeplants thatgrow well in water and will not growtoo large forthe floating wetland.The Rate should include all materials,labourcharges etc.complete (1.50*1.40 m)
3
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OD352995/2024-2025:Providing Name Board board of size 900 mm diameter made out of 2 mm thick aluminium sheet, as approved by Engineer-in-Charge. Letter, symbols, borders etc. will be as per IRC. 67 with required colour scheme on the board. The aluminium sheet to be riveted to M.S. frame of M.S. angle 50x50x4 mm , 4 m long welded to the frame with adequate anti-theft arrangement. Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat ( primer ) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer- in-charge .
1
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compound wall
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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
21.06
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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)
21.33
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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)
4.86
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4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
90
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50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete
14.18
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13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
198
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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
198
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13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
198
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DRAIN CONSTRUCTION
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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
40.5
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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)
6.75
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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)
16.2
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5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
54
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5.9.4:Centering and shuttering including strutting, etc. and removal of form for:Shelves (Cast in situ)
17.4
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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).
9
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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
1080
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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.
1631.4
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Side wall construction
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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
22.4
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OD352411/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
22.4
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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)
79.38
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5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
16.8
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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).
8.26
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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
578.2
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13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
75.6
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