Soil And Water Conservation Department Tender

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Soil And Water Conservation Department Tender

Works
Eprocure
Opening Date12 Feb 2021
Closing Date25 Feb 2021
Tender Amount₹ 12,11,000 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Item No.4:- Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift.

512.94

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32.4

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Item No.5 :- Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level & profile etc., complete with lead up to 15 m & 6m lift.

1499.44

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42.3

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Item No.6- Excavation in Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift.

255.9

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55.85

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Item No. 7:- Providing and laying plastic film 500 micron HDPE Geo membrane film confirming to IS15351:2015 Type II as per specification including laying etc. complete.

1072.69

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104.25

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Item No. 8:- Providing cut off trench filling using selected impervious soil directly available from material of excavation including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges/sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller etc. complete with lead up to 1 km. for water and 6 m. lift.

529.27

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50.3

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Item No. 9:- Providing hearting embankment using selected impervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges/sides, watering, compacting each layers to density control of not less than 95 percent or as stipulated using vibratory compactor etc. complete with lead up to 1 km. for watering and 6 m. lift.

287

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50.3

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Item No. 10:- Providing hearting embankment using selected impervious soils directly available material of excavation including cost of all materials, machinery, labour, all other operations such as collection of material, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges/sides, watering, compacting each layers to density control of not less than 95 percent or as stipulated using vibratory compactor etc. complete with lead up to 1 km. for watering and 6 m. lift.

338.62

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108.8

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Item No. 11:- Providing casing embankment using selected impervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges/sides, watering, compacting each layers to density control of not less than 95 percent or as stipulated using vibratory compactor etc. complete with lead up to 1 km. for watering and 6 m. lift.

1161.73

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64.7

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Item No. 12:- Providing casing embankment using selected impervious material available barrow area in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges/sides, watering, compacting each layers to density control of not less than 95 percent or as stipulated using vibratory compactor etc. complete with lead up to 1 km. for watering and 6 m. lift.

823.35

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134.4

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Item No13 :- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for foundation and bedding without Batching Plant and Transit Mixer (i.e. by Mixer only) compacting, curing etc. complete with an initial lead of 50m. and lift of 1.5m.

8.78

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5487.05

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Item No.14:- Providing HYSD steel for concrete including cutting, bending, hooking, laying I position and tying M.S./HYSD/TMT bars for reilnforcement of R.C.C. work as per detailed drawing etc. complete.

0.09

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48830.15

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Item No. 15:-Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from locally available, excavated materials including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts excluding royalty of material.

435

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54.55

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Item No. 16:- Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from approved source from borrow area including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts excluding royalty of material.

1303.47

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259.85

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Item No.17:-Providing & fixing canal information board of 1.2 x 075 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 3 mm with cross bracing of size 25 x 25 x 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey stone enameled bonded with red retro reflective sheet grade, reflection including two angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bonds of 30 cm. with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. And 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 x 60 x 75 cm as directed by engineer in charge.

1

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5849.15



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