Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Eprocure
Opening Date21 Feb 2019
Closing Date28 Feb 2019
Tender Amount₹ 1,39,29,218 
Notes
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Costs

Summary

Construction Of Series Check Dam.

Description

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BOQ Items

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providing rough dresses random rubble stone masonary in C.M. (1:4) in foundation with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty etc. cpmplete job as per specification and direction of E/I (vide item no. 6.4.8)

404.21

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2279

... More
providing rough dresses random rubble stone masonary in C.M. (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty etc. cpmplete job as per specification and direction of E/I (vide item no. 6.4.11)

623.19

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2405

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Providing and laying P.C.C. or R.C.C. m-200 with nomonal mix of (1:1.5:3) in various components of barrage superstructure -do- with 20mm graded coarse aggregate--do--complete job as per specification and direction of E/I (vide item no.6.3.9)

78.91

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5418

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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 (vide item no.6.3.20)

734.69

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363

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Providing shuttering including strutting, propping etc. and its removal after use in superstructure portion of various components of barrage work as per specification and direction of E/I (vide item no.6.3.21)

526.88

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388

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providing 25 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. (2.5 to 3.0) washed & screened including curing scaffolding wherever required it's removal royalty and all taxes etc. all complete job as per specification and direction of E/I (vide item no.6.5.5)

329.54

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229

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Supplying laying boulder in rock toe, heel trenches of the dam as design, drawing including the cost of materials royalty etc. but excluding the cost of carriage all complete as per specification and direction of E/I (vide item no.5.6.4)

211.37

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998

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E/W filling foundation trenches or back filling fo masonary structures with suitable earth in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept a lead of 30 m and initial lift of 1.5m complete as per specification and direction of E/I (vide item no.6.1.16)

568.92

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87

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providing weep hole with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I (vide item no.6.7.6)

120

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106

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supplying equipment and labour for dewatering including supplying 2 nos 5 H.P. diesel pump set per requirement for 30 days of 6 hrs/day.

400

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237

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providing M.S. reinforcement (steel) as per approved design, drawing removal of rust cutting, bending, binding, including supplying annealed wire placing M.S. rods in position all complete jon as per specification and direction of E/I (vide item no.5.3.15)

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8 mm dia

3.48

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68705

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carriage and materials including loading unloading and stacking all complete as per specification and direction of E/I

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-

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a) Cement

528.44

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339.38

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b) sand

917.83

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427.52

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c) Stone Chips

994.63

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509.96

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d) Stone Boulder

1238.77

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531.18

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e) M.S. Reinforcement

3.48

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339.38

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5 H.P Diesel Engine portable 2600 R.P.M with accessories

4

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53872.5

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75 mm dia H.D.E.P.pipe Coupler clamp with lashes pressure 2.5 kg /cm2/coil

2400

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195.84

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75 mm dia H.D.E.P.P.C.N with reducer

4

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458.7

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Comissioning charge of complete work at site 1x1=1 job

4

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1100

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Carriage of materials 1x1/2 day by Diesel Truck ( 8 M.T )

2

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5924.16

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GST 12%

12313665.04

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1

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Labour Cess1%

13791304.84

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1



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