Local Self Government Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_LSGD_743943_6Tender No
AE/LSGD/ETEN/04/24-25Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
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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
7.21
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OD26663/2023-2024:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains ( 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 1.50m to 3.00m
142.56
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OD26681/2023-2024: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 3.00m to 4.50m
135
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OD453897/2024-2025:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains ( 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 3.00m to 4.5m
58.78
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OD453537/2024-2025:Dry rubble masonry with hard stone in foundation and plinth (Modified 7.1.1)
128.48
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OD46055/2023-2024:.Laterate masonry with neatly dressed l aterate stone of size 35x20x20 cm or nearest size in cm 1:6 for foundation and basement including cost and conveyance of all materials and labour charges etc.complete (Modified 50.6.7.1 of DAR with additional labour for Dressing and filling)
96.3
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50.6.3.1:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete
1.48
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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
26.91
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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
41.22
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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
2949.43
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13.11:18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 ( 1 cement : 6 fine sand).
96.24
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13.29.2:18 mm thick plain cement mortar band in cement mortar 1:4 ( 1 cement : 4 fine sand):Sunk Bank
541.2
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13.29.4:18 mm thick plain cement mortar band in cement mortar 1:4 ( 1 cement : 4 fine sand):Moulded Band
259.4
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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)
108.24
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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
5
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OD453750/2024-2025:PVC WEEP HOLES - Providing weep holes using 75mm dia PVC pipes working pressure 4kg/sqcm including cutting chases and making good the wall etc. Modified 50.18.8.8.2
130
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OD453829/2024-2025:Bailing out water using 5HP pump - Bailing out water with 5 HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete. Modified 60.2.2
312
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OD453828/2024-2025:Bailing out water using pump above 5HP and Up to 10 HP - Bailing out water with engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete.Modified 60.2.3
72
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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
50.9
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OD453832/2024-2025:Providing and laying 60 mm thick factory made cement concrete interlocking paver block 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 metal filling the joints with fine sand etc . all complete as per the direction of Engineer-in-charge.(Modified 16.68 by replacing sand bed 6 mm stone aggregate bad)
50.9
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9.48.2: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 openings/ wooden frames with rawl plugs screws etc
125
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8.1.1.2:Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining ( veneer work), backing filled with a grout of 12 mm thick average in cement mortar 1:3 ( 1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 ( 1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade ( To be secured to the backing by means of cramps, which shall be paid for separately).Area of slab over 0.50 sqm
0.54
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16.21:Engraving letters in hard stone
120
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