Directorate Of Urban Local Bodies Tender

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Directorate Of Urban Local Bodies - DOLBU Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date12 Jun 2024
Closing Date20 Jun 2024
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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(b) 1.5m to 3.0m B.G.L.

71.55

285

20454.71

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Provide and fix close timbering in trenches for the depth as specified below G.L. consisting of 40 mm thick approved country wood plank for polling board 125 x 75 mm Indian Sal Wood wallers and 100 mm dia sal wood ballies for shuttering at 1.5 m C/C including all labour etc, complete (a) 1.5m to 3.0m B.G.L.

300

76

22920

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Supply of following sizes of RCC (NP3) spigotted and socketed non pressure pipes( Dia. In mm). C.P.W.D D.S.R

150

1050

157500

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Carting following sizes of R.C.C. Hume pipe NP3. Class Socket/ spigoted rubber ring jointing and specials from store to the work lowering the same in to the trenches upto depth as specified below G.L. true to alignment including excavation of earth below invert level of pipe, cost of all jointing material, testing etc. complete but excluding excavation and and refilling of trenches from ground level to the invert level of pipe. including supply of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer incharge. 300 mm dia. (c) 3.0m to 4.5m B.G.L.

150

525

78870

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Plain Cement concrete work for bedding below G.L. at spcified depth with cement, coarse sand and 20 mm gauge approved stone ballast (1:6:12) including supply of all materials, labour, T&P etc. required for the proper completion of work. (As per direction of Engineer -in-charge.) (a) PCC for pipe bedding

4.09

5648

23106.83

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Construction of circular brick work manhole chamber in 1st class brick work with 1:4 cement & coarse including supply all materials, labour, T&P etc. required for the proper completion of work as per direction of Engineer -in-charge. (a) b-type Manhole 1200 mm dia depth 2.01m to 2.3m.

6

38220

229320

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Provide necessary fuel, labour T&P etc. required for proper running of well point equipment of required for lowering the water table during excavation and laying of sewers (well point equipment depreciation not considered)Assume well point equipment will run 24 hours and 100m length of sewer will be laid per week i.e. in 5 days. (This item shall be executed when water is encountered during excavation of trenches only.)

1

1857

1857

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Making sewer line connection etc all complete.

2

15000

30000



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