Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Eprocure
Opening Date12 Oct 2018
Closing Date24 Oct 2018
Tender Amount₹ 2,92,96,821 
Notes
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Costs

Description

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BOQ Items

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

52.78

-

233

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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 barrage foundation with approved quality of 20 mm graded coarse aggregate of required grade as pe design and coarse aggregate fof 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 ots cutting, bending binding and placing but in cluding necessary tools and plants, vibrating, curing royalty and all taxes etc. complete as per specific-ation and direction of E/I. 5.3.6

932.53

-

4909

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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 (2.5to 3.0) washed and screened with raking out joits to 12mm depth curing,scaffolding and its removel wherever required including royalty and all taxes etc. all complete as per specific-ation and direction of E/I. 5.4.8

1383.73

-

2279

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Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstru-cture with approved quality of coarse sand of requisite F M (2.5to 3.0) washed and screened with raking out joits to 12mm depth curing,scaffolding and its removel wherever required including royalty and all taxes etc.-do-do- all complete as per specific-ation and direction of E/I. 5.4.11

1159.13

-

2405

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Providing and laying P.C.C. oqr R.C.C.M200 With nominal mix of (1:1.5:3) in various components of dam structure with-do-do- all complete as per specification and direction of E/I. 5.3.11

248.47

-

5418

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Providing P.C.C.M200 in Nominal mix of (1:1.5:3) in Super structure with approved quantity of stone chips 20mm to 6mm size graded – do- do direction of E/I - all complete as per specification and direction of E/I (B. S. Plate in Abutment). 6.3.9

0.56

-

5418

... More
Providing and laying P.C.C. or R. C. C. M200With Nominal mix of (1:1.5:3)in deck slab with approved quality of stone chips 20mm to 6mm size graded – do- do direction of E/I - all complete as per specification and direction of E/I . 6.3.12

11.1

-

5445

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Providing TMT reinfocement (tor steel)-do-do- all complete as per specification and direction of E/I :- 8mm,10mm12mm,&16mm . 5.3.15

15.14

-

66535

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Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F. M.(2.5 to3.0) wished and screened including curing scaffolding , wherever required and its removel royalty and all taxes etc complete job as per -do-do- all complete as per specification and direction of E/I. 5.5.5

1297.77

-

229

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Providing 1.5mm thick cement punning including curing etc -do-do- all complete as per specification and direction of E/I. 5.5.10

581.25

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45

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supplying and laying in rock toe, heel trenches of the dam as per design, drawing 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. 5.6.4

809.71

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998

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providing shuttering including strutting , proping etc and its removel after use in foundation as per specification and direction of E/I. 5.3.17

561.06

-

363

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providing shuttering including strutting , proping etc and removel after use in super structure portion of various components of barrage work as per specification and direction of E/I. 5.1.18

459.96

-

388

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Providing centering including strutting and removal after using deck slab – do- do direction of E/I - all complete as per specification and direction of E/I. 6.3.22

129.8

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523

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Earth work in filling foundation trenches and back filling of masonry structure with suitable aerth in layers not exceeding 150mm thick well watered, rammaed 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, as per specification and direction of E/I. 6.1.16

1010.7

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87

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Providing weep holes with dry graded stone filler of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I . 7.8.6

20

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106

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Dewatering by 5. H. P.Diesel Pump set-do-do- all complete as per specification and direction of E/I . Page no - 18

300

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217.25

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E/W in flood embankment canal banksas 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 hydrauilic m/c and carriage by tipper truck obtained from borrow area any other sources free from lons,roots, or any other ingredients with all lifts including breaking clods to maximum60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I.(lead Beyond 1/2Km but upto1.0Km)

2993.51

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174

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Earth work in excavation of canals having dicharge between 8.5 cumecs (300cusecs) and 0.14 cumecs (5 cusecs ) in ordinary soil (vide clas-sification of item –A) including clod breaking, having earth in 225mm layer and rough dressing of soil with initial lead of 10M and lift of 1.5m. all complete as per approved design. Specification and direction of E/I

540

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91

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Carriage of Material Cement

806.89

-

390.84

1638.55

-

752.93

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Chips + Aggregate

1062.47

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752.93

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Boulder

3352.57

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784.26

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M.s Road

15.14

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390.84

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Labour charge for complate cleaning washing of gates, vents & working for removing sand , soil, stone and other obstacles for easy working and smooth operation including all labours and materials asper specification & direction of E / I Analysis attached Weir Gate

15

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1765.65

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Analysis attached Desalting Gate

1

-

1765.65

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Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stack with 15 M, lead & disposed of unserviceable materials with all leads – do- do-all complete as per approved design,building specification and direction of E/I. Analysis attached 15 Weir Gate

11.88

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688.52

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Analysis attached 1 Desalting Gate

0.4

-

688.52

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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 20 mm graded coarse aggregate of required grade as pe design and coarse aggregate fof 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 ots cutting, bending binding and placing but in cluding necessary tools and plants, vibrating, curing royalty and all taxes etc. complete as per specific-ation and direction of E/I Analysis attached 15 Weir Gate

11.88

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4909

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Analysis attached 1 Desalting Gate

0.4

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4909

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Providing fabricating fitting & fixing of embedding component of weir & desalting gate fabricated frame 10mm thick m. s. plate side seal base angle ISA 75 x 75 10mm, bottom seal base beam of ISMC150, side & bottom seal 8.0mm thick & 60mm wiide anchor bolt 16mm dia MS rod , including cost of materials , labours, welding, tranportation & erection, painting with approved shede of paints as per design, drawing, all complete as per specific-ation and direction of E/I Analysis attached Weir Gate

15

-

104328

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Analysis attached Desalting Gate

1

-

56580

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Providing fabricating & fitting of weir gate of size 1800mm (W) x 2500mm (H) , & desalting gate of size 1000mm (W) x 1250mm (H), skin plate of 8mm thick M. S. plate top & bottom girder ISMC 75, , bottom seal seat - 8mm thick & 60mm wide S. S. flat bar , clamping plate 8mm thick & 60mm wide including cost of materials, labours, welding, transportation & ecection, painting with approved shade of paints as per design, drawing, all complete as per specific-ation and direction of E/I Analysis attached Weir Gate

15

-

129294

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Analysis attached Desalting Gate

1

-

54000

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Hoisting arrangement of carbon steel spindle of 63mm dia, and hoist nut of phosphor bronze, wheel handle of M. S. rod outer dia 700mm, top cover plate bottom plate, kay, nut and bolt etc. including cost of material, labours, welding, transportation and erection, incidental charge, painting with approved shede of paint as per design, drawing, all complete as per specific-ation and direction of E/I Analysis attached Weir Gate

15

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44850

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Analysis attached Desalting Gate

1

-

48896.49

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Providing, manufacturing, fitting and fixing of hoist bridge with main beam ISMB 200 two No, with all materials, compolete job including approved quality of paints, welding, transportation, erection, as per design, drawing, all complete as per specific-ation and direction of E/I Analysis attached Weir Gate

1

-

277766

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Analysis attached Desalting Gate

1

-

12820

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Providing, supplying, opening fitting & fixing musical Knote rubber seal 125 L x 32D x12mm thick and bottom edge type rubber seal 75mm wide x 12mm thick with counter shank bolt high tensile M10, 40mm long 200mm c/c zig - zig , rubber seal Teflon coated including cost of all materials and labours transportation & erection all complete as per specific-ation and direction of E/I Analysis attached Weir Gate

15

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6860

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Analysis attached Desalting Gate

1

-

3650

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Provision og GST

1

-

3107866.49

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Labour cess

1

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290067.54



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