Municipal Corporation Tender

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Municipal Corporation Tender

Works
Eprocure
Opening Date1 Jan 2025
Closing Date8 Jan 2025
Tender Amount₹ 2,13,076 
Notes
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Costs

Description

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BOQ Items

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1.1.1_22:Disposal of materials by mechanical transport including loading ,unloading and stacking lime ,moorum, building rubbish for lead 22 km

1.33

378

501.29

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6.4.2: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 1:6 (1 cement : 6 coarse sand)

0.58

7590

4364.51

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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

30

130

3929.7

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17.28.1.1:Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe32 mm dia

20

87

1754.4

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18.10.1:Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work- Exposed on wall15 mm dia nominal bore

100

284

28490

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18.12.2:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work20 mm dia nominal bore

10

283

2837.8

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18.18.1:Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:15 mm nominal bore

6

338

2032.2

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18.46.1:Providing and fixing G.I. Union in G.I pipe including cutting and threading the pipe and making long screws etc. complete ( New work):15 mm nominal bore

10

235

2357.3

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18.16.1:Providing and fixing brass stop cock of approved quality :15 mm nominal bore

6

302

1815.24

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18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

1800

8

15858

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7.38.1.1:Stone tile work for wall lining upto 10 m height with special adhesive over 12mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8 mm thick (mirror polished and machine cut edge)Granite stone of any colour and shade

11.2

2537

28418.88

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17.23:Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.

12

1299

15596.88

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8.10.2:Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in Charge and finished smooth.Granite Stone of approved shade

6.3

3216

20266.41

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19.6.2:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:150 mm dia R.C.C. pipe

10

462

4626.1

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2.10.1.2:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

10

364

3642.3

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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 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

0.45

6788

3054.88

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16.64:Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in- Charge.

2

176

353.36

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110.6:Providing and fixing of aluminium sheet 24 gauge of approved brand and manufacture on door shutters in/c nails etc. complete as per direction of Engineer-in-charge.

60

863

51817.2

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110.19:Providing and fixing UV resistant multiwalled (twin walled) 8 mm thick translucent, clear or pigmented polycarbonate sheet roofing conforming to IS 14443: 1997 on steel structure with 50 micron polyster powder coated approved alcox aluminium section at the joints spaced @ 1.0 m to 1.20 m c/c as approved by Engineer-in-Charge and weather proof Neoprin/EPDM rubber gasket to make the whole structure waterproof fixed with self drilling screws 50 mm long with neoprin washers at least 15 cm centre to centre or at designed spacing including bending of polycarbonate sheet and alcox section to the required curvature and applying silicon sealant to seal the joints and fixing aluminium U-section of required section to the edges of the sheet for protecting it from breakage etc. with 20 mm long self drilling screws with neoprin washers at least 15 cm c/c and neoprin/EPDM rubber gasket complete as per direction of Engineer-in-Charge. (steel structure and aluminium sections to be paid for separately)

8

1252

10022.88

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13.4.2:12 mm cement plaster of mix:1:6 ( 1 cement : 6 coarse sand)

20

263

5270.6

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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)

20

164

3294.2

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19.21.1:Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix( 1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.For pipes 100 to 250 mm diameter

1

623

623.48



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