Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date16 Nov 2024
Closing Date6 Dec 2024
Tender Amount₹ 31,90,127 
Notes
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Costs

  • EMD

    ₹ 63,803
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 3,764

Description

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BOQ Items

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Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. Depth for All classes of soil except rocky. Exceeding 1.5 m depth but not exceeding 2.25 m depth.

72

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Plain/Reinforced Cement Concrete (M15) in Open Foundation complete as per Drawing and Technical Specifications.

19.34

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Plain/Reinforced cement concrete M20 in sub-structure With Batching Plant, Transit Mixer and Concrete Pump complete as per drawing and Technical Specifications. Height upto 5m.

1.36

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Plain/Reinforced cement concrete M30 in sub-structure With Batching Plant, Transit Mixer and Concrete Pump complete as per drawing and Technical Specifications. Height upto 5m.

105.43

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Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

99.13

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Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. D.I. Pipe as per IS 8329 DI-K9 600mm i/d D.I. pipe

80

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Providing surface treatment to external / internal wall with water resistant grade, anti fungal, anti rusting, antifoaming, high percentage acrylic binder washable surface with two coats to be provided with spatula over one coat cement primer including preparation of surface with water resistant grade match colour complete as per specifications and to the entire satisfaction of engineer- in- charge.

137.72

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Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or moulded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position.

10.47

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Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer-in-charge) Class PN-1 as per ISI. 600mm i/d Suice Valves flanged

2

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Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type

29.78

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Cement concrete 1:4:8 mixing by mechanical means using concrete mixer volumetric type

9.29

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First class burnt brick work laid in cement sand mortar 1:3 in foundations & plinth.

11.59

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Hiring charges of crane 35 tonnes capacity

25

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Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.

1

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Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth

1

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Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

1

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Excavation in Soil (any type) using Hydraulic Excavator CK 90 and Tippers with Disposal up to 450 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 450m

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