Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Eprocure
Opening Date16 Jan 2021
Closing Date22 Jan 2021
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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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. 7.1.26.1 lead beyond 150 M to 500 M

600

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174

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E/W in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) vide type of soil item -C with disposal of spoil up to 500 with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I 7.1.43.6

270.98

-

247

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Providing and laying P.C.C. or R.C.C.M-100 with nominal mix of 1:3:6) in foundation of various components of canal or embankment structures with approved quality of 40mm 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 including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting bending, binding and placing complete job as per specification and direction of E/I.( 7.3.3 )

23.26

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4257

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Providing and laying P.C.C. or R.C.C.M-200 with nominal mix of [1:1½:3] in foundation of various component of canal or embankment structures with approved quality of 20 mm graded coarse aggregate complete job as per specification and direction of E/I.(7.3.5)

154.47

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5411

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Providing and laying P.C.C. or R.C.C. M-200 with nominal mix of [ 1:1½:3 ] in super structure of various components of canal of embankment structure with approved quality of 20 mm graded coarse aggregate of required grade( as per designed ) and approved quality of sand of requisite FM ( 2.5 to 3.0 ) washed and screened but including necessary tools and planta, vibrating,curing royality and all taxes etc excluding cost of formwork as well as reinforcement its cutting,bending and placing complete job as per specification and direction of E/I(7.3.10)

146.03

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5418

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Providing and laying P.C.C. or R.C.C. M-200 with nominal mix of (1:1½:3) in deck slab of canal or embankment structure with approved quality of 40mm. 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 but including necessary tools and plants, vibrating, curing royalty and all taxes etc., excluding cost of form work as well reinforcement its cutting , bending and placing complete job as per specification and direction of E/I.(7.3.13)

70.95

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5445

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Providing and laying P.C.C. or R.C.C. M-200 with nominal mix of (1:1½:3) in wearing coat over deck slab of canal or embankment structure with approved quality of 40mm. 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 but including necessary tools and plants, vibrating, curing royalty and all taxes etc., excluding cost of form work as well reinforcement its cutting , bending and placing complete job as per specification and direction of E/I.(7.3.15)

9.9

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5479

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Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I.(7.3.18)

118.29

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363

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Providing shuttering, including strutting proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I.(7.3.19)

455.11

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388

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Providing centering including strutting and proping etc.and removal after use in deck slab as per specification and direction of E/I.(7.3.20)

114

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523

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E/W in filling foundation trenches and backfilling of structures in layer not exceeding 150 mm thick well waterd rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M complete job as per specification and direction of E/I (7.1.31)

270.78

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718

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Providing TMT bar reinforcement (tor steel) as per approved design drawing, removal of rust, cutting, bending,binding, includingsupplying annealed wire . as per specificationand direction of E/I.(7.3.22a) (i) 8mm dia TMT Fe 500

1.37

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68705

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(ii) 10mm dia TMT Fe 500

3.88

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68705

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(iii) 12mm dia TMT Fe 500

3.81

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66535

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(iv) 16mm dia TMT Fe 500

3.05

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66535

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(v)20mm dia TMT Fe 500

11.24

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66535

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(vi) 25mm dia TMT Fe 500

8.4

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66535

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Supply of C. A pipe 100 mm dia( page - 32 of S.O.R)

12

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107.82

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Labour charge for pitching on apron slope of bank with stone boulders duly packed ( uncrated ) complete job ( materials within 150 M) and all lifts as per specification and direction of E/I (7.7.18)

192.78

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734

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providing and fixing in position 25 mm thick bituminastic board ( shallitex or equivalent ) as per IS 1838 - 1983 in expansion or construction of joints all complete job as per specification and direction of E/I (7.8.3)

14.28

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976

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Supply of stone boulder of size as per specification & direction of E/I 300 mm for pitching ( M-003, S.O.R page no 15)

192.78

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361

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Supply of geotextile filter fabric TFI 5300 as per specification and direction of E/I. (M-109, S.O.R , Page – 22)

642.63

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59.71

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carriage of material with loading , unloading and stacking at work site (i) Boulder

192.78

-

958.94

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(ii) stone metal

21.87

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1003.03

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(iii) cement

166.05

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321.09

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(iv) steel

27.94

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321.09

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(v) sand

174.8

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428.44

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(vi) stone chips

327.88

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920.67

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Add 12% GST:-

5916437.3

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0.12

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ADD 1% Labour cess

6626409.78

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0.01



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