Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Eprocure
Opening Date24 Jun 2024
Closing Date4 Jul 2024
Tender Amount₹ 88,26,548 
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 earth work in all kinds of soil 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.5.1.21.1 Part B)

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-

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Ist Extra Lift :

839.76

11143

13.27

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2nd Extra Lift :

437.23

11604

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.5.1.21.2Part B)

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-

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Ist Extra Lift :

167.95

3342

19.9

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2nd Extra Lift :

87.45

3480

39.8

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Providing and laying P.C.C or R.C.C. M150 with nominal mix of (1:2:4) in various components of dam foundation with approved quality of 20mm 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 of reinforcement ,its cutting,bending, binding and placing including necessary tools and plants and vibrating,curing,royalty all taxes etc. complete job as per specifications and direction of E/I.(Item No.5.3.6 Part B)(BCD 5.3.1.2)

397.55

1828026

4598.23

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Providing and laying P.C.C or R.C.C. M200 with nominal mix of (1:1.5:3) in various components of dam superstructure with 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 of reinforcement ,its cutting,bending, binding and placing including necessary tools and plants and vibrating,curing,royalty all taxes etc. complete job as per specifications and direction of E/I.(Item No.5.3.11 Part B) (BCD 5.3.9.1)

22.39

116831

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.(Item No.5.4.8) (PART A 4.28)

297.16

814123

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)

524.56

1524874

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.(Item no.5.3.17)(BCD5.3.17.15)

443.78

86315

194.5

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Providing M.S reinforcement (tor steel) as per approval 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 Fe 500(only valid for TATA steel.(item no.6.3.24)(BCD 5.5.4)

0.67

55487

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

385.6

99820

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 specificatins and direction of E/I.(Item No.5.6.4) (PART A 6.4)

76.95

114737

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 cmplete as per specification and direction of E/I.(Item No.6.1.16)

745.94

85410

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 specificatin and direction of E/I.(Item No.6.7.6) Part A 6.9)

20

3329

166.46

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Use Rate of diesel pump per10 H.P. per hour for dewatering during the construction of weir as per specification and direction of E/I. (S.O.R. page 83 Sl-10 PM-29)

150

51727

344.85

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Supplying, laying, fitting and fixing 300 mm dia NP2 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, M300(v)+ 7.6.1.3)

5

4740

948.15

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Carriage of materials

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(i) Cement - Lead 10 km

260.4

137126

526.6

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(ii) Sand - Lead 50 KM

528.47

474248

897.4

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(iii) Stone Chips- Lead 22 KM

377.61

181539

480.76

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(v) Stone Boulder -Lead 22 KM

902.72

448435

496.76

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(vi) M.S.Rod –Lead 10 KM

0.67

352

526.6

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(vii) NP2 Hume Pipe 300 mm Dia -Lead 55 KM

5

435

87.15

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Add GST @18%

7406064.9

1333091

1

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Labour Cess 1%

8739156.58

87391

1



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