Local Self Government Department Tender

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Local Self Government Department - LSGD Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date30 Oct 2024
Closing Date12 Nov 2024
Tender Amount₹ 5,08,104 
Notes
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Costs

Description

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BOQ Items

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OD40921/2024-2025:Filling with Quarry Muck :- Filling up low lying and water logged areas with local material / quarry muck, spreading in layers , levelling the top at site and consolidation by ramming , etc complete for improving the CBR value of subgrade.

0.3

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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

0.39

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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)

1.64

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OD158933/2024-2025:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

0.43

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10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes

106.85

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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

798.04

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15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

3.01

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9.133.2.1:Providing and fixing, in position concealed G.I. section for wall paneling using board of required thickness fixed on the 'W' profile (0.55 mm thick) having a knurled web of 51.55 mm and two flanges of 26 mm each with lips of 10.55 mm, placed @ 610 mm C/C in perimeter channel having one flange of 20 mm and another flange of 30 mm with thickness of 0.55 mm and web of length 27 mm. Perimeter channel is fixed on the floor and the ceiling with the nylon sleeves @ 610 mm C/C with fully threaded self-tapping dry wall screws. Board is fixed to the 'W' profile with 25 mm countersunk ribbed head screws @ 200 mm C/C., all complete as per the drawing & directions of engineer-in-charge, the joints of the boards are finished with specially formulated jointing compound and 48 mm wide jointing tape to provide seamless finish. Non-asbestos multipurpose cement board reinforced with cellulose fibre manufactured through autoclaving process (high pressure steam cured) as per IS: 14862 with suitable fibre cement screw8 mm thick

4.54

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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

28.01

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13.71:Lettering with black Japan pint of approved brand and manufacture

600

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OD44161/2024-2025: Supplying and fixing of stainless steel projected English Letters 10" height and in proportionate width including polishing and all fitting charges

47

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PANCHAYATH GROUND SIDE CONCRETE

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2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

66.88

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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

66.88

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OD41254/2024-2025:Filling with Quarry Muck :- Filling up low lying and water logged areas with local material / quarry muck, spreading in layers , levelling the top at site and consolidation by ramming , etc complete for improving the CBR value of subgrade.

10.03

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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

10.03

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OD130831/2024-2025:Supplying and fixing 15 mm cp short body tap of good quality

1

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50.18.7.3.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer- in- Charge 25 mm dia 12 Kgf/cm2 - Internal work - Exposed on wall

15

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INTERLOCK TILE WORK

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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

131.25

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OD151610/2024-2025:Filling with Quarry Muck :- Filling up low lying and water logged areas with local material / quarry muck, spreading in layers , levelling the top at site and consolidation by ramming , etc complete for improving the CBR value of subgrade.

19.69

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OD151621/2024-2025:Supplying and laying interlocking tile 80 mm or nearest size thickness , minimum strength M 40 Including providing a layer of 6 mm aggregate for 5 cm thickness , then laying interlock cobbles in lines and levels as per the direction of the departmental officers at site inclusive of all cost and conveyance charges etc . complete

126

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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

0.98

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