Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date29 Nov 2022
Closing Date13 Dec 2022
Tender Amount₹ 1,18,34,373 
Notes
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Costs

Description

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BOQ Items

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Earthwork in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 M and lift of 1.5M. including the cost of formation of sub grade of canal lining, profiling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I 7.1.21

1345.94

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151.15

... More
Providing compacted 150mm sand filter of required F.M. as per design on side slopes and in bed of canal with coarse sand, including cost of water, ramming, levelling and dressing etc. all complete as per specification and direction of E/I. 7.2.1B

4310.63

-

208.6

... More
providing filter of stone chips 20 mm and down well graded as per design for lined canal , drains , including hand packing etc. as per specification and direction of E/I. (7.2.2)

20.76

-

1757.52

... More
Supplying of Hessian cloth inside slope of canal as per specification and direction of E/I. Sl. No. 81 item code no.-M268, pg-61

2901.6

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38

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Supplying of labour charge for laying and fixing LDPE film below bed and curvature including carraige upto work site as per specification and direction of E/I

3048.39

-

10.65

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Supplying & Labour charge for painting with Sealing compound ------ do ---- complete the job as per specification and direction of E/I.

622.98

-

97.36

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Providing 100mm thick P.C.C. lining in M- 150 with nominal mix of (1:2:4) with well graded stone chips (20mm and down) and coarse sand of approved quality of required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joint including cost of form work and its removal, curing, royalty and all other taxes, complete job as per specification and direction of E/I. 7.2.19.1

381.37

-

8289.57

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Providing P.C.C.M-150 with nominal mix of (1:2:4) with approved quality of graded stone chips (20mm and down) and coarse granular sand of requisite F.M. (2.5 to 3.0) in lug slab cross and longitudinal sleepers for lining of canals including cost of form work and its removal, curing, royalty and all other taxes etc.all complete job as per specification and direction of E/I. RCD Part -B, 13.05 A (P)

140.71

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3722

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E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I. (Lead Beyond 150 M but upto 500 M.) (7.1.26.1)

5768.71

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173.59

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E/w in filling in foundation trenches & back filling of structure ---do--do as per specification & direction of E/I. (7.1.31)

280.67

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115.41

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Labour for rolling and compacting the earth in layers of 225 mm thick at OMC by sheep foot roller driven by tracter to achieve a minimum 95% of maximum dry density , including sprinkling the required qty of water , making arrangement for supply and carriage of water with all leads and lifts ....do ...do... all complete as per specification and direction of E/I. (7.1.39)

5768.71

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25.75

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providing 10 mm thick joint( for canal side slope) (7.2.10.1)

1813.28

-

166.78

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Providing 10 mm thick joint( for canal bed) (7.2.10.2)

907.6

-

110.3

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providing and laying PCC or RCC M-200 with nominal mix of (1:1.5:3) ……do…do.. As per specification and direction of E/I. RCD Part B, 13.05 B (p)

114.19

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4144.4

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Carriage of Materials including loading, unloading and stacking as per specification and direction of E/I.Cement

220.69

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517.9

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Sand

4594.67

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298.2

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Stone Chips

588.84

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346.04

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Add GST @18%

1

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1787369.7

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Add Labour Cess @1%

1

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117172.01



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