Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Eprocure
Opening Date16 Mar 2024
Closing Date28 Mar 2024
Tender Amount₹ 89,91,632 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Extra for earthwork in all kinds of soil for each additional lift of 1.0 M or part there of over the initial lift of 1.5m as per specification and direction of E/I.(5.1.21.1)

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-

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(i) Ist Extra Lift :

928.19

12317

13.27

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(ii) 2nd Extra Lift :

1295.72

34388

26.54

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Extra for earthwork in rock for each additional lift of 1.0 M or part thereof over the initial lift of 1.5m as per specification and direction of E/I.(Item No.5.1.21.2)

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-

-

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(i) Ist Extra Lift :

103.13

2052

19.9

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(ii) 2nd Extra Lift :

143.97

5730

39.8

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Providing and laying P.C.C. or R.C.C.M-150 with nominal mix of (1:2:4) in various components of dam foundation approved quality of 20 mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well as of reinforcement, its cutting, bending binding and placing but including necessary tools and plants, vibrating, curing, royalty and all taxes etc. complete job as per specification and direction of E/I. (WRD Item no. 5.3.6) (BCD 5.3.1.2)

433.63

1993930

4598.23

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Providing and laying P.C.C. or R.C.C.M-200 with nominal mix of (1:1.5:3) in various components of dam superstructure approved quality of 40 mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well as of reinforcement, its cutting, bending binding and placing but including necessary tools and plants, vibrating, curing, royalty and all taxes etc. complete job as per specification and direction of E/I. (WRD Item No 5.3.11) (BCD 5.3.9.1)

24.88

129823

5218

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Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I.(WRD Item No..5.4.8) (Part A 4.28)

289.53

793219

2739.68

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Providing rough dressed random rubble stone masonry in cement mortar (1:4) in super-structure with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I.(Item No 5.4.11) (Part A 4.31)

499.01

1450602

2906.96

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Providing shuttering including strutting, propping etc and its removal after use in foundation as per specification and direction of E/I. (5.3.17.1)

479.17

93198

194.5

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Providing TMT reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rods in position all complete as per specification and direction of E/I. 8mm TMT Fe500 (Only valid for SAIL &TATA Steel (Item No Part 5.3.15) (BCD 5.5.4)

0.85

70733

83314.02

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Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal , royalty and all taxes etc. complete job as per specifications and direction of E/I.(Item No. 5.5.5) (Part A 3.12)

365.3

94565

258.87

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Supplying and laying boulders in rock toe, heel trenches of the dam as per design, drawing including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all complete as per specifications and direction of E/I.(Item No. Part B 5.6.4) (Part A 6.4)

85.5

127485

1491.06

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Earth-work in filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150mm thick well watered,rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m complete as per specification and direction of E/I.(Item No.Part B 6.1.16)

362.01

41450

114.5

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Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I.(Item No.Part B 6.7.6) ( Part A 6.9)

20

3329

166.46

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Use Rate of diesel pump per H.P. per hour for dewatering during the construction of weir as per specification and direction of E/I. (WRD Page 83 PM 29)

150

51727

344.85

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Supplying, laying, fitting and fixing 300 mm dia NP3 hume pipe with collars in level and grade as well as providing approved jointing materials and joints properly filled to make them water proof, all complete as per specifications and direction of E/I.(S.O.R. Item No. : Page-84, M-300(v) + 7.6.1.3)

5

4740

948.15

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Carriage of materials

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(i) Cement

268.14

149059

555.9

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(ii) Sand

531.9

260567

489.88

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(iii) Stone Chips

412.21

474717

1151.64

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(iv) Stone Boulder

874.04

699406

800.2

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(v) M.S.Rod

0.85

472

555.9

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(vi) NP2 Hume Pipe 300 mm Dia

5

489

97.97

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Add GST @18%

7544581.49

1358024

1

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Labour Cess 1%

8902606.16

89026

1



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