Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date4 Dec 2024
Closing Date9 Dec 2024
Tender Amount₹ 27,67,000 
Notes
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Costs

Description

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BOQ Items

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Dismentling of steel work including disposal of refuse as directed by Engineer in charge within a distance of 50 meters in RS Joists

3005.22

2

7452.95

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Excavation in foundation in ordinary soil (Loam.Clayor Sand) wall collumn including lift upto 1.50 m. and lead upto 30 m.and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer in charge upto a distance of 30 m. from the foundation trenches.

6.91

189

1309.65

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Excavating, supplying and filling of local earth by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (Under Floor) as per SI.No. 2.25 (a)

224.25

510

114380.96

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Providing and laying cement concrete in 1:4:8 (1 cement :4 coarse sand 8 graded stone aggregate 40 mm nominal size) and curring complete.including cost of form work.in foundationand, floors .

0.32

4960

1587.21

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R.C.C. work with cement approved coarse sand and 2 cm (3/4") gauge approved stone ballast in the proportion 1:1.5:3 (One part of cement, one half part of coarse sand threepart of 2 cm stone grit) in beam excluding supply of reinforcement and its bending and including its fixing and binding the same 24 BWGI binding wire and including necessary centring and shuttering etc. and also including supply of all materials labour and tools and tools and plants etc. required to proper completion of the work/strength of the concrete shell not be less than M-20.

2.49

8377

20860

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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 (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto Plinth Lvl as SI No-5.1.2

2.78

6586

18310.44

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R.C.C. work with cement approved coarse sand and 2 cm (3/4") gauge approved stone ballast in the proportion 1:1.5:3 (One part of cement, one half part of coarse sand Four part of 2 cm stone grit) in R.C.C. column excluding supply of reinforcement and its bending and including its fixing and binding the same 24 BWGI binding wire and including necessary centring and shuttering etc. and also including supply of all materials labour and tools and tools and plants etc. required to proper completion of the work/strength of the concrete shell not be less than M-20.

1.02

7902

8060.42

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Centering and shuttering including stutting, propping etc. and removal of form. (ii) Column as per SI- 5.9.6

15.69

699

10982.22

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Centering and shuttering including stutting, propping etc. and removal of form. Beam /Band as per SI- 5.9.5

27.59

536

14793.76

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Mild steel or iron work in plain work such as reinforced brick work (when not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its wastage bend, hooks and authorized over lapping shall be measured upto floor level. (1) 10 mm to 12 mm tor bars

6.92

7255

50210.27

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Proving and Laying Vertified tiles in floor with out lean concrete of 600x600 mm sizes (thickness 10 mm ) with water absorption less than 0.08% and conforming to Is 15622 of approved brand & manufacturer in desired colours and shades .laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS 15477 including grouting of joints.

539.82

1379

744417.18

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Providing and Laying 20 mm kota stone flooring over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete.

346.02

1418

490857.05

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Granular Sub-base with coarse graded Material (Table 400.2) Construction of Granular Sub-base by providing well graded material, spreading in uniform layers with motor grader on prepaerd surface, mixing by mix in place method with relavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD technical specification clause 401.

60.73

2129

129334.86

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Laying of I shaped precast interlocking tiles of thickness 80 mm ( Compressive strength not less than 30 MPA and weigth 4.50 kg) including 25 mm thick local sand base levelling and dressing of surface to required level and slope filling joints with local sand all compelete work. (80 mm Ruber molded Grey/coloured)

809.71

794

643517.02

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Supply and fixing of information board at site

1

3500

3500

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gst paid as per government

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