Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date7 Aug 2024
Closing Date14 Aug 2024
Tender Amount₹ 1,47,27,500 
Notes
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BOQ Items

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E/W in excavation in canal by the hydrulic excavator as per designed section in all kinds of soil, soil mixed with kankar ,pebbless and boulders upto 300 mm size and disposal of spoil 10m with all lifts all complete job as per specification and direction of E/I 7.1.43.1 ( part -B )

6821.63

344696

50.53

... More
E/W in excavation in canal by the hydrulic excavator as per designed section in all kinds of soil, soil mixed with kankar ,pebbless and boulders upto 300 mm size and disposal of spoil 500m with all lifts by tipper including construction and maintance of haul road all complete job as per specification and direction of E/I. 7.1.43.2 ( part - B)

73390.87

7712646

105.09

... More
Supplying and laying (properly as per design and drawing) rip -rap with good quality of boulder dully packed including the cost of materials royalty and taxes but excluding the cost of carriage all complete job as per specification and direction of E/I. 5.6.8 ( Part-A )

702.58

1234011

1756.4

... More
Fine dressing of the canal banks or embankment and turfing with 75 mm thick grass sods, obtained withing lead of 150m,including the cost of watering the grass surface till it acquires greenness as per specification and direction of E/I.( part - B)7.1.42.1

1125

16907

1502.86

... More
Extra for each lead of 150M over initial lead of 150M , as per direction of E/I. 7.1.42.2 (part - B)

1125

6340

563.57

... More
E/W inexcavation of foundation trenches of toe wall, spillway , head regulator, outlet ,intake well etc. As per designed section in all kinds of soil ,soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of the same ( beyond 50m away from the edge of the trenches )with initial lead of 150m and inital lift of 1.5m as per specification and direction of E/I. 5.1.14.1

415.47

43661

105.09

... More
Plain /Reinforced ciment concrete in open foundation complete as per drowing and technical specification PCC Grade M15. 5.3.6.(Part -A7.2 (A)

150.93

566651

3754.4

... More
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 super structure with approved quality of 40mm graded coarse aggregate of required grade as per design and approved quality of requisite F.M.(2.5to 3.0) washed and screened excluding cost of shuttering , bending and pplacing but including necessary tools and plants and vibrsting, curing ,royalty all taxes etc. 5.3.9.1 (BCD )

9

46962

5218

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Providing random rubble stone rough masonary in C.M(1:4) in superstructure with hammer dressed stone of less then 0.03m³ in volume and clean coarse sand of requisite F.M 2.3 to 2.5 including cost of screening ,raking out joints to 20mm depth , ,curing. taxes and royalty all complete as per specification and direction of E/I. 5.4.11 (Part -A 4.31)

194.36

564996

2906.96

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Supplying,fitting and placing HYSD bar reinfoccement in super -structure complete as per drawing and technical specifications. (a)10mm (TMT coll for 500) ( only valid for Tata (Tiscon ), SAIL ,JSPL, Electrosteel steelsl Ltd. Bokaro and vizag ( RINL ) (5.5.5, P-119,BCD) Part-A,(8.5)

0.38

31196

82096.54

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(a)12mm (TMT coll for 500) ( only valid for Tata (Tiscon ), SAIL ,JSPL, Electrosteel steels Ltd .Bokaro and vizag ( RINL ) (5.5.4, P-119, BCD,Part-B

0.61

49336

80879.07

... More
Providing designation 75B brick work in C.M. IN superstructure with approved quallity of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joint ,cost of screenig materials,scaffolding ,raking out joints to 15mm depth curing taxes and royalty all complete as per vuilding specification and directoin of E/I. 5.2.14.(BCD)

1.91

10016

5244.08

... More
Supplying laying boulder in rock toe ,heel trenches of the dam as per desing ,drawing including the cost of material royalty and all taxes etc. But exciulding the cost of carriage all complete as per specification and direction of E/I. 5.6.4 (Part -A,6.4)

49.72

74135

1491.06

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Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specificaiton and direction of E/I. 6.7.6(Part-A -6.9)

12

1997

166.46

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Labour for laying fine filter ( sand ) or coarse dry graded filter either of jhama khoa or stone metal or stone chips under brick pitiching or boulder pitiching in slope and apron inclduing light ramming etc. all complete as per specification and direction of E/I.(Part -B, P-151 ) 7.7.13

4.68

1862

398

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Providing brick flat soling with designation 75 A Bricks joints filled with coarse sand or approved quality inclduing royatly and all taxes all complete job as per specification and direction of E/I. (Part - B, P No - 151 )7.7.14

62.46

22067

353.3

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Providing rough dressed random rubble stone masonary in C.M(1:4) in foundation with approved quality of coarse sand of requisite F.M (2.3 to3.0 ) washed and screened with raking out joints to 12 mm. depth ,curing scaffolding and its removal wherever required royalty and all taxes etc, complete job as per specification and direction of E/I. ( Part -A ,P.no 204 ) 5.2.28

192.32

526895

2739.68

... More
Providing and laying P.C.C Or R.C.C M -150 with nominal mix of (1: 2:4)- do- with approved quality of 20mm graded coarse aggregate of complete job as per specification and direction of E/I 5.3.6 (Part -B item 7.2 (A)

13.02

48882

3754.4

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Supplying of 250 mm dia NP2 R.C.C. H.P with collar do-do E/I.( part Apage no 83 sl no 13 item no M300 add 10% for C.P..=402+40.20=442.20)

60

26532

442.2

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Labour for laying filling and fixing NP2 Hume pipe 250m dia with collors in line level and grade as well providing approved jointing materials and joint properly fitted to make them water proof all complete job as per specification and direction of E/I (Part- B, P. no 149.) 7.1.6.2

60

18505

308.43

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Providng 25mm thick plaster(1:4) with approved quality of sand of requisite F.M wahsed and screened inclduing where ever required and its removal royalty and all taxes etc, complete job as per specificaiton and direction of E/I.(Part - A, sl no.3.12,P -200). 5.7.12

225.25

58310

258.87

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E/W in excavation of foundation trenches in ordinary soil (Vide classification of soilmitem -A)and diposal of excavateed earth so obtained ( 50m away from the edge of the trenches ) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I. 6.1.8( Part -B)

177.24

31506

177.76

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E/W filling foundation trenches of back filling of masonary structure with suitable earth in layer not exceeding 150mm wall watered rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30m and initial lift of 150m complete job as per specification and direction of E/I.( Part - B ,Page no- 120) 6.1.16

258.49

29597

114.5

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Carriage of materials Cement

118.66

64693

545.2

245.96

110927

451

... More
Stone Chips

158.16

47795

302.2

... More
Stone boulder

1089.25

338092

310.39

... More
Bircks

5.71

4771

835.6

0.99

538

545.2

... More
Hume Pipe

60

69028

1150.48

... More
Provision of GST @ 18%

1

2202532

2202532.39

... More
Add 1% Labour Cess

1

144388

144388.23



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