Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date6 Jul 2024
Closing Date13 Jul 2024
Tender Amount₹ 24,83,863 
Notes
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Description

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BOQ Items

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Item No 4 :- Exvavation in soil / silt /s.m. /shadu /exceeing 1.5 m. in width,including dispossing of the excavated material up to lead of 15 m.& lift up to 1.5 m. stacking as directed including dressing etc. complete.

2581.27

108413

42

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Item No.5 : - Excavation in Hard Murum with Boulders including stacking the material as directed with lead upto 15m & lift up to 1.5 m including dressing etc.complete

2949.49

160304

54.35

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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 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 all lifts as directed.

1472.87

104058

70.65

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Item No.7: - Excavation in hard rock of all toughness by blasting including boulders above 0.6 m dia.(0.113Cum) minimizing damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling /pre-splitting /smooth blasting techniques and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour, leveling bed etc., complete with lead up to 15 m and all lifts as directed.

368.22

212978

578.4

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Item No 8: - Filling Cut of trench with filling using selected impervious soil directly avaiable from material selected material of excavation including cost of all materials,machinery ,labour ,all other operation such as collection of soil ,spreading soil in layers 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.compiete with a lead of 1k m. etc.complete lead of water upto 6 km.lift etc.complete.

6996.13

447052

63.9

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Item No 9: - Filling Cut of trench with filling using selected impervious soil directly avaiable from material selected material of excavation including cost of all materials,machinery ,labour ,all other operation such as collection of soil ,spreading soil in layers 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.compiete with a lead of 1k m. etc.complete lead of water upto 6 km.lift etc.complete.

268.22

53576

199.75

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Item No 10:- constructing of embankment for Hearting zone with selected material directly from approved borrow areas (Private land- contractors own material) in layers 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, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc., complete with lead up to1 km and all lifts as directed.

620.58

144129

232.25

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Item No.11:- Providing and laying polythene film of 031 properly manufactured from 100% virgin granules confirming to I.S. 2508-1984 with 1.5 to 2.5 m. package in rolls as per specifications.

4137.45

663026

160.25

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Item No 12:- constructing of embankment for Casing zone with selected material directly fromapproved borrow areas (Private land- contractors own material) in layers 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, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc., complete with lead up to1 km and all lifts as directed.

460.28

99857

216.95

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Item No.13:-Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from locally available, excavated materials including labour, hand packing / wedging stone chips, finishing etc. ,complete with lead up to 50 m and all lifts A)Available Quantity

1070.53

53472

49.95

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B) Borrow Quantity

120.22

26225

218.15

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Item No 14) Drilling Hole of 32 mm dia in hard rock for Placing the Dowl in position and respectively gruoting the hole with C M 1:1 proportion etc Comp excluding cost of anchor bar etc comp.

7.2

3265

453.55

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Item No 15) Providing and laying in situ cement concrete of grade M-15 (20MSA) of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement/ RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed.

8.77

56343

6422.3

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Item No 16)Providing cutting bending hooking laying in position and tying MS bar for reinforcement of rcc work as per detailed drawing etc. comp

0.07

5810

82882.95

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Item No 17:- Providing and fixing name board as per detail plan including painting & lettering with oil paintes etc,complete.

1

7202

7202

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Item No. 18 :-Testing charges for different materials.stone

1

2120

2120

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Liqwid limit &Plastic limit

1

1230

1230

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Procter Density

1

1955

1955

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Compresive strength

1

725

725

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Item No 19 :- Royalty Charges For various materials whitch are used for Govermentbonafid works and for witch Royalty Charges areto be paid by the contractor. Casing Zone & COT Barrow

460.28

99535

216.25

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Hearting Casing Zone

647.25

139967

216.25

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Rubble(Stone)

94.1

20349

216.25

7.86

1699

216.25

3.93

933

237.45



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