Municipal Corporation Tender

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Municipal Corporation Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date25 Dec 2024
Closing Soon1 Jan 2025
Tender Amount₹ 7,37,023 
Notes
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Description

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2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All Kinds of soil

456

92

42216.48

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1.1.1_20:Disposal of materials by mechanical transport including loading ,unloading and stacking lime ,moorum, building rubbish for lead 20 km

55.8

360

20109.63

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6.4.1:Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:4 ( 1 cement : 4 coarse sand)

9.19

7809

71774.91

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10.25.2: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

1900

130

248881

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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

135.68

121

16487.83

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4.2.2:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

1.16

8976

10403.68

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13.109.2:Finishing walls with water proofing cement paint of required shadeOld work (one or more coats @ 2.20 kg/10 sqm) complete.

86.4

59

5129.57

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110.10:Providing and fiving name board made of MS Sheet 90x60cm, 1mm thick with frame of MS angle 50x50x6mm, two diagonal braces at the back of the sheet of MS flat 40x6mm, total height of the board above ground level 2.40m, length of legs below ground 0.30m embedded in CC block 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 30x30x45cm including excavation and removal of surplus earth with in 50m lead, applying priming coat of approved steel primer, painting with synthetic enamel paint of approved quality and lettering with enamel paint of approved colour (one side) as per drawing/direction of Engineer-in-Charge

1

7408

7408.8

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16.3.9:Supplying and stacking at site.Good earth

136.8

483

66196.15

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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.

136.8

219

30049.49

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110.9.1:24mm thick washed marble chips plaster on exterior walls of height up to 10 m above ground level in two layers under layer 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kg of cement/sqm, top layer 12mm thick cement marble chips plaster 4:7 (4 cement : 7marble chips 4mm size of required colour) in panel with grooves all around as per approved pattern including scrubbing and washing the top layer with brushes and water to expose the marble chips complete as per specifications and directions of Engineer in charge (payment for providing groove shall be made for separatelyUsing ordinary cement in top layer

187

841

157351.15

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13.76:Forming groove of uniform size from 12x12 mm and upto 25 x 15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer -in-Charge.

561

86

48677.97



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