Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date1 Oct 2022
Closing Date11 Oct 2022
Tender Amount₹ 64,16,322 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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E/W in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil (vide classification of soil item -A) and making the banks with excavated and laying earth in 225 mm layers upto 500 m and all lifts by tipper incuding construction and maintainance of haul road all complete as per specification and direction of E / I. (7.1.43.4)

5751.38

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115.04

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Earth work in bed clearance or desilting of canals carrying F.S. discharge of 8.5 cumecs (300cusecs) and 0.14 cumecs(5 cusecs) and renovation of pynes etc. disposal of excavated earth etc in ordinary soil including rught dressing with initial lead of 10M and left of 1.5 M as per specification and direction of E/I.(WRD-7.1.20)

3647.74

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120.61

... More
Extra for wet earth all complete as per specification and direction of E/I (WRD- 7.1.22)

1823.87

-

13.27

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Watering and consolidation of earth lad in 150 mm to 225 mm layers by manual labour with C.I hammer to achieve minimum 85% of maximum dry density includig supply of water and necessary tools and plants with all lead and lift all complete as per specification and direction of E/I (WRD-7.1.38)

8216.25

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39.8

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

492.75

-

1756.4

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Use Rate of diesel pump per 10 H.P. per hour for dewatering during the construction of work as per specification and direction of E/I.

100

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300

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E/w in excavation of foundation trenches as per designed section all kinds of soil. including moorum soil, soil mixed with kankar, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 m away from the toe of dam in the country side) within initial lead of 150m and lift of 1.5m as per specification and direction of E/I. (5.1.8)

944.57

-

203.58

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E/W in excavation of foundation trenches of toe wall, spillway, head regulator, intake well and outlet etc .as per designed section in ordinary rock or soft rock(where blasting is not needed)(vide classification of soil item-C) with disposal of soil(beyond 50m from edge of the trenches ) with initial lead of 150m and lift of 1.5m as per specification and direction of E/I. (WRD-5.1.15.2)

66.72

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560.3

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Providing coarse clean sand in filling in foundation trenches including ramming watering, royalty and all other taxes complete as per specification & direction of E/I (7.1.37)

37.13

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584.42

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Supplying laying boulder in rock toe heel trenches of the dam as per design drawing including the cost of material royality an all taxes etc but excluding the cost of carriageAll complete as per specification and direction of E/I. (WRD-5.6.4) (CIW-6.4)Part-A

154.8

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1491.06

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Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All workup to plinth level with nominal mix of M-15 (1:2:4) (1 Cement:2 coarse sand (zone-III):4 graded stone aggregate 20 mmnominal size) (S.O.R-B.C.D-5.3.1.2)

112.62

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4598.23

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Providing random rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03M3ain volume and clean coarse sand F.M. (2 to 2.5) including cost of screening, ranking out joints to 20 mm depth, curing taxes and royalty & all taxes etc complete job as per specification & direction of E/I ) (CIW-4.28 ,B.C.D- 5.2.28)

230.35

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2739.68

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Providing random rubble stone masonry in CM (1:4) in in superstructure with hammer dressed stone of less than 0.03M3ain volume and clean coarse sand F.M. (2 to 2.5) including cost of screening, ranking out joints to 20 mm depth, curing taxes and royalty & all taxes etc complete job as per specification & direction of E/I ) (CIW-4.31 )

56.32

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2906.96

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Providing 25 mm thick cement plaster (1:4) with approved quality of sand requisite F.M. (2.5 to 3) washed and screened including curing, scaffolding wherever required and its removal, royalty & all taxes etc. complete job as per specification and direction of E/I. (5.7.12)

941.93

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258.87

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Earth work in filling foundation trenches or back filling of masonry structure with suitable earth in layer 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 od 30m and initial lift of 1.5m complete job as per specification and direction of E/I (S.R. No. WRD-6.1.16)

222.32

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114.5

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Supplying of 150 mm dia NP Hume pipe (M300)

32

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275.88

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Labour for laying, fitting and fixing NP2 hume pipe with collors in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete, as per specification and direction of E/I. 150 mm dia Np2 (7.6.1.1)

32

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201.31

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Carriage of Materials: a) Cement

83.69

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561.1

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b) Sand

230.08

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297.88

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c) Stone chips

58.53

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446.68

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d) Stone metal

42.77

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152.06

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e) Boulder

849.58

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625.49

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f) Np2 150 dia hume pipe

1.12

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575.44

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GST 18%

5383724.42

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1

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Labour Cess1%

6352794.81

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1



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